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1. ver 1 5 14 Position x 8 2 Y 8 1 Units m kN m2 Prices list file UK Last update 25 04 2010 Show legend Fig 2 15 Main window defininition of modules using right click button menu 17 Figure 2 16 presents a floor model after getting through geometrical input Note that only one floor system can be analysed at a time That means that the same floor model is valid for all levels of the analyzed structure ACE csse File Prices Options Help Ol He OBO E Geometry Column Column Column Horizontal Vertical v 7 c 5 TTT co lene min OG ver 1 5 14 Position X 13 3 Y 7 0 Units m kN m2 Prices list file UK Last update 25 04 2010 Show legend Fig 2 16 Main window definition of complete floor system Other data are defined using Horizontal and Vertical input buttons Figure 2 17 presents horizontal input data type of beams and slabs steel grade and concrete class fire protection different types for beams and columns Arbitrary loads User s may be defined However the user may use pre defined values These are office 1 where p 0 75 kN m2 q 3 5 kN m office 2 where p 3 0 kN m2 q 3 0 kKN m2 hospital where p 1 5 kN m2 q 4 5 kN m car park where p 0 0 kKN m2 q 2 5 kN m p is the permanent load and q 1s the variable load For ULS checks the safety factors are the following permanent load with the safety load
2. ver 1 0 3 Position x 2 8 Y 1 2 Units m kN m2 Prices database file prices Last update 02 17 2008 Hide legend First a geometry of one floor level has to be defined In order to do so a grid has to be drawn in the drawing area Each grid intersection can be a column no intermediate columns are possible The following data are obligatory Grid Label letters for X coordinates numbers for Y coordinates Grid coordinates in meters Grid Spacing distance between grid lines 78 No of Addit Grids number of repetition of a defined grid spacing Put Grid spacing 5 0 m and No of Addit Grids 4 for X Grid coordinates Click Add and then confirm by Ok acs Geometry Definitions of grid Ed acs Geometry Definitions of grid X Grid Y Gria x Grid Y Grid a l EA T Grid Label A mee Grid Label IE 5 Delete 10 Grid Coordinate 0 Change Grid Coordinate z 15 Change 20 Grid Spacing 5 Grid Spacing Mo of Addit l Grids 4 No of Addit l Grids Cancel OF Cancel OF Put Grid spacing 4 0 m and No of Addit Grids 6 for Y Grid coordinates Click Add and then confirm by Ok ar Geometry Definitions of grid Ed ars Geometry Definitions of grid Grid Y Grid Grid Y Grid Grid generation T Grid generation hays Grid Label 1 Delete Grid Label T Delete Grid Coordinate E Change Grid Coordinate z4 Change
3. 108 x Te Columns Columns Profiles s235 zl 40 im Splice leachlevel OF Cancel Steel grade Floor height Beam calculator is now ready to perform calculations Click Calculate to perform price estimation Note that slab definition has been made automatically as it has been imported together with the composite secondary beam In case of a non composite beam the slab data shall be defined separately by the user Te Beam calculator Scheme H EGA H IE a L H H H Ly f Scheme 1 ey Ly f Scheme 2 f Scheme 3 Import beans In order to import beams click below on an appropriate beam symbol and select a proper file Click on a column symbol in order to define column data HE 140 4 HE 140 4 Co lit IFE 330 IPE330 6 m 5255 5255 IFE 500 5m IPE 500 5 rm C C 5235 Hon comp IPESSOAIPES30 6 m 5235 5235 RH HE 140 4 HE 140 A Cornec Hens ine lad ed IPESSO0AIPE S30 6 m 5235 5235 5235 Nor comp Mode fe module single beam Dimensions Li m Seconda beams oO Slab Type Steel deck Thickness hs o lem Review results including all input data and output of the price estimation The prices are given per square meter of the floor module 109 te ACE Results Detailed report ile Fil SUMMARY OF INPUT DATA Geometry of module L 5 m L 6m where L is t
4. We Cellular beam only as secondary beams i Non composite Profiles W Steel deck W Precast slab lw Hollow core slab Profiles i Composite W Steel deck jw Precast slab Fig 2 5 Definition of horizontal input data i Horizontal input data a aa Parameters of beams and slab Loads Steel grade and concrete class Fire protection Type of building User s E le We Beams ke 5239 Coes Type Paint R 30 emanentp 4 kN m2 F S355 C20 27 Columns YWariable g 3 kN m i 5460 C40 Type Paint R 60 Slab weight i added Secondary beams and slabs automatically F Primary beams EE only as secondary beams profile non composite Mw Accept IPEAIPE 7 HEB HEB oin ia i HEAJHEA 7 HEM HEM hollow core slab gt HEM i IPEAIPEA 7 HL HL i IFE ZEAE COS le ri Ww IPE HEA Select all cases lw IPE HEB We HEAHEB Ok Cancel Fig 2 6 Definition of horizontal input data predefinition of steel profiles IPE HEA HEB HEM Vertical input data are divided into three groups foundations fa ades ground floor roof columns and bracing floor height non structural items such as finishing or services Roof foundations ground floor and bracing cannot be included in this mode They are available in Multi Module see Chapter 2 2 2 Include fa ade activates calculation of fa ade price The principle of Single Module i
5. button is used Arcelor Cellular Beams is executed automatically The user needs to accept conditions of use of the software Click Accept to continue 102 ARCELOR Cellular Beams WARNING This oftware facilitates the preliminary engineering studies with respect to steel constructions Based on calculation methods complying with the principles of the applied standards this software enables to make a certain number of verifications in view of evaluating a solution for a pre design It does rot enable to analyse all situations and to make in an exhaustive way all relevant calculations needed for a study of execution which requires in ever case the advice of an external Engineering Office Given the complexity of the calculation methods this software it only intended for professional users active in the sector of metallic constructions who are fully aware of the possibilities limits and its adequacy thereof for specific practical cases The user shall use the software under his own responsibility and at his own risks This software may be used free of change Mo right is granted to the user of the software the property and intellectual rights of which continue to belong exclustvely to SACELOR Long Carbon Steel Research Centre for depending on the case to the company of the SACELOR Group who is owner of these rights Ho warranty i granted to the user The user undertakes to hold ACELOR Long Carbon Steel Research Centre tre
6. profile steel grade S460 non composite Slab type prec No 6 Case code 1 INP3 Beam type profile steel grade 5355 non composite Slab type prec Fig 2 29 Detailed report creator 33 iJ ACE Results Technical Detailed Report File Beam Export TECHNICAL DETAILED REPORT ACE version 1 5 14 Filename noname ace No 3 Solution 1 ICP3 X Date 2010 09 20 Beams Steel grade 355 Beams type Lprofile Composite Yes Secondary beams 15 x IPE200 L 5m 10 x IPE200 L 3m Columns Columns AVANE VENFAFNF A Storey 1 2 7 x HE 140 A Storey 3 4 7 x HE 120 A Storey 5 amp 7 x HE 100 A Columns AJANANB1BC1 5 Storey 1 2 T x HE 1604 Storey 3 4 T x HE 1404 Storey 5 6 7 x HE 100 A Columns B2 BSC2 C3 Storey 1 2 4 x HE 180 A Storey 3 4 4 x HE 160 4 Storey 5 6 4 x HE 1404 Columns B4 C4 Storey 1 2 2 x HE 2004 Storey 3 4 2 HE 1804 Storey 5 6 2 x HE 1404 Columns 01 05 Storey 1 2 3 4 2x HE 1404 Storey 5 6 2 x HE 1004 Columns D2 D3 D4 Storey 1 2 3x HE 1804 Storey 3 4 3 x HE 160 A Storey 5 6 3 x HE 120 A Columns E2VENE4 Storey 1 2 3 x HE 1604 Storey 3 4 3 x HE 1404 Storey 5 6 3 x HE 120 A Columns Fi FS Storey 1 2 2 x HE 1204 Storey 3 4 5 amp 2 x HE 100 A Fig 2 30 Detailed report Multi Module BEAM CALCULATOR The analysis is executed using Calculate button Once the calculations are terminated the
7. Activate fire protection select R30 intumescent paint Select beams select all I profiles IPE HEA HEB HEM and HL then click Accept each time Note the choice of all possible options is able by clicking Select all cases button te Horizontal input data Parameters of beams and slab Loads Steel grade and concrete class Fire protection Type of building Office Beame Columne Slab M Fire requirements C3037 M3209 R 30 min Permanent p 3 0 kM m3 M S355 30 37 i 5460 C40 Type Intumescent pain Secondary beams and slabs Variable q O kN m Slab weight i added automatically fa TEE v i only as secondary Primary beams 2 besre profile Accept i Accept y Accept hon composite lw IPE Fi W IPE ae iw IPEVIPE W HEB HEE aUL V HEA V HEA i HEA HEA 7 HEM HEM hollow core slab y HEB m Ww IFE W HEM Fy iw HEM TO Ta TAZZ Cerys fF Accept fF Accept wi W IPE ner E Ww IPE HEA Select all cazes lw HEA Iw IPE HEB y m AA e V HEA HEB Ok Cancel lw HEM Go to the Vertical icon This window is designed to define facade and column data Columns define 5 levels and splices at every second level Facade put the price of 250 EUR m2 Activate Ground Floor and define its price as equal to slab all upper floor slabs of a building Activate Roof and define extra waterproofing price Activate Foundation and define required conditions Stand
8. Cellular beam Finishing 06 m mane aan Finishing included in Floor system floor height and service Free space a7 m Service Free space Slim floor Finishing Finishing Service Floor system Service Free space Free space Cancel Perform calculations by clicking Run button ACE will automatically initiate all necessary calculation procedures Baa File Prices Options Help D amp HH FE Geometry Column Column All Column Del Horizontal Vertical ver 1 0 3 Position x 37 8 Y 26 8 Units m kN m2 Prices database file prices Last update 02 17 2008 Show legend gt 84 Results Once the calculations are done the temporary window will disappear Click on Result icon to view results File Prices Options Help Oo E HO E H aE Geometry Column Column All Column Del Horizontal Vertical Run yer 1 0 3 Position X 34 8 Y 26 1 Units m kN m2 Prices database file prices Last update 02 17 2008 Show legend z Summary report Review a summary of results including all input data and basic output results Click on Detailed Report to view more detailed information Ge POD Resuns Sel ER eta oart nn ACE version 1 0 3 Filename noname ace Date 2008 06 12 SUMMARY OF INPUT DATA 2 ACE Results D 3 Microsoft O beztytutu Paint 85 Detailed report creator Each calculated case is g
9. Grid Spacing 4 Grid Spacing Mo of Addit l Grids 6 Mo of Addit l Grids Cancel OF Cancel OR Define columns Click on Column all to define columns at all intersection points of the grid Columns are represented by small symbols of I profiles see the drawing below 79 File Prices Options Help 50 8 B HF fr EI p Geometry Column sal Column All ce umn Del Horizontal Vertical ee amiina k Run ver 1 0 3 Position X 13 0 26 6 Units m kN m2 Prices database file prices Lastupdate 02 17 2008 Showlegend Define floor systems Right click mouse button enables to enter a menu in which we can define floor systems including direction and number of beams Choose beam orientation in both x and y direction That means secondary beams will be oriented in both horizontal and vertical direction File Prices Options Help OOO H H E E Ff E Geometry Column Column All Column Del Horizontal Vertical Create module Delete module Create all modules ver 1 0 3 Position 16 9 Y 18 3 Units m kN m2 Prices database file prices Last update 02 17 2008 Show legend j Select scheme use an automatic option in both x and y directions In that case ACE will optimize a number of secondary beams Otherwise we can define one of 3 schemes see Technical Notes for details 80 i _ Create module Create mod
10. Office2 load type This load simulates common loads in offices The values of p 3 0 kN m and q 3 0 kN m will be adopted Secondary beams select all profiles for non composite and composite I profiles Select precast slab as a unique slab type for all calculations Steel grade and concrete class select steel grade S355 This steel grade is associated with the concrete class of C30 37 Activate fire protection do not select This example does not deal with fire protection problems Select beams select HEA and HEB then click Accept each time 68 te Horizontal input data Parameters of beams and slab Loads Steel grade and concrete class Fire protection Type of building Leer s Beams Columns Slab M Fire requirements We 5239 C3037 p ao ini Permanent p kNm W S355 Calar W S460 C40 Tope Variable q kM m Seconda beams and slabs Slab weight is added automatically t e F A y only as secondary Primary beams e beams profile Accept Accept hon Ccomposite _Accept a ean L P M IPE IPE A P IPEAPE HEB HEE a 7 HEA i HEA i HEA HEA HEM HEM e e 7 AEE 7 HEB Z IPEAAPEAI HL HL wf IFB M HEM m HEM TO a ZAZ a Fj Accept Fj F M IPE Ae m Select all cases Iw HEA BZ IPE HEB M del E W HEA HEB Ok Cancel HEM Go to the Vertical icon This window is designed to define facade and column data Some cells such as roof or fo
11. Total hall length 30 m Steel grade 3235 Roofing 20 EUR m2 Facade 20 EUR Ame Foudationground floor 50 EUR m2 Finishing 50 EUR m2 Services 50 EUR m2 Fire protection Paint F20 x Wind load 0 9 kM me Snow load 05 kNm Notes Itis assumed that frame iz pinned at foundations level and has rigid connections between beams and columns Roof slope 5 Fig 2 26 Pitched roof input window range of application 2 3 RUNNING ACE SINGLE MODULE AND MULTI MODULE Once all input data introduced calculation module may be executed using Run button The option gives an automatic access to calculation routines for beams slabs and columns BEAM CALCULATOR Once all input data introduced calculation module may be executed using Calculate button The option activates price calculations for beams slabs and columns INDUSTRIAL HALLS Once all input data introduced calculation module may be executed using Calculate button Frame weight and price are given as a result See Chapter 2 5 for details about output results 2 4 DATABASES 2 4 1 SINGLE MODULE AND MULTI MODULE ai ACE 1s not a finite element software dedicated for beams However as beams are assumed simply supported results are introduced in the form of the database with already designed solutions They have been calculated using the following software ArcelorMittal Beams Arcelor Cellular Beams ACB and IFBWIN 4 5 6 The calcu
12. 1 5 14 Position X 9 2 Y 0 7 Units m kN m2 Prices list file UK Last update 25 04 2010 Show legend al O Fig 2 4 Main window definition of complete floor system Single Module ACE provides results for 3 steel grades and 2 concrete classes which are associated in the following pairs 235 and C30 37 355 and C30 37 460 and C40 45 The same steel grade is imposed for beams and columns at each run of the software Fire protection cost may be added to the total price if activated ACE provides 3 types of fire protection intumescent paint sprayed material rigid panels which are calculated for different fire resistance conditions R30 R120 ACE enables a price estimation for the following configurations of steel beam I profile cellular beam concrete slab profiles non composite with steel deck profiles non composite with precast slab I profiles non composite with hollow core slab profiles composite with steel deck profiles composite with precast slab Cellular beams non composite with steel deck Cellular beams non composite with precast slab Cellular beams non composite with hollow core slab Cellular beams composite with steel deck Cellular beams non composite with precast slab Integrated floor beams IFB Slimfloors SFB The choice of solutions among I profiles can be limited Four groups of profiles
13. Slab reinforcement 06 Floor height 3 90 mi Fire protection Protection type Intumescent paint Protection class F30 Facade perm of one level Facade price 160 1 EUR A B C Export option Select A1 B1 beam Click on Export button 1 Export beam E Secondary beams 101 Saving exported files You will be asked to save beam ACE recognizes the beam type I profile or cellular beam therefore an appropriate file type will be associated in this case PMX extension for Arcelor Beams software Note File type Zapisz jako typ Define a name a file ACB A1 Note File name Nazwa pliku Save data with the Save Zapisz button Export beam Zapisz We O ARCELOR Cellular Beams Moje biezace dokumenty E Fulpit Moje dokumenty Md komputer a Nazwa pliku ACB Moje sa Zapisz jako typ ACB input file clb Anuluj SIE CIOWE Next analysis Once the file is saved ACE 1s ready to run the compatible software Arcelor Beams or Arcelor Cellular Beams or go back to ACE to obtain a detailed report related to another case Click on Run ACB button in order to run Arcelor Celular Beams software File C Program Files ARCELOR Cellular Beams40C8 41 clb has been exported Fun ACE successtull Entering Arcelor Cellular Beams software Arcelor Cellular Beams is a final design software It enables a detailed analysis of any given beam When Run ACB
14. protection EUR m Columns 5 d excluding ground floor Splices every 2nd lev Facade No of floors V Include facade Price 250 EUR m 120 m s00 m7 Approx length Approx area H UPROAR CORO OROOGSGSSROIGE floor system steel structure slab fire protection a a if of SSS Ground floor r e prices same as upper floor Roof V Include roof eye foundations Approx length Approx area Columns No of floors cme excluding ground floor Splices every 2nd lev Facade IV Include facade Price 250 EUR m m Im Bracing type ge Bracing not included in total price Extra waterproofing price EUR m Extra waterproofing price 50 EUR m7 K orx Bracing N X Foundations WV Include foundation Sand v WV Standard SE Soil type Plate Next gt Cancel Next gt Cancel B Fig 3 3 Definition of facade roof and ground floor parameters A Single Module B Multi Module Ground floor can be included in the total price estimation This option Include ground floor is active mandatory only in Multi Module see Fig 3 3 It is inactive in Single Module By default the price of ground floor is equal to the price of the calculated floor system An arbitrary user s value per square meter can also be defined By default no steel 1s included in the ground flo
15. rr iZ ACE Industrial halls calculator results OOo ACE version 1 5 14 Date 2010 09 20 SUMMARY OF INPUT DATA Column height H 5 00 m Frame span L 10 00 m Frame spacing S 5 00 m number of spacings 5 Total hall length 25 00 m Total hall area 250 00 m Steel grade 235 t ACE Industrial halls calculator results ile RESULTS Column profile IPES60 Rafter profile IPE270 Frame weight 807 98 kg Frame weight per m 16 16 kgin Secondary steel weight per m2 0 48 kg m Total weight of hall 4993 32 kg Total weight per m2 16 64 kg m t increased by 3 of secondary structure Price breakdown EUR m steel 10 49 bolts 0 24 transport 0 54 erection 2 91 corrosion 8 93 fire protection 0 00 rooting 20 00 fasade 26 67 foudation ground floor 50 00 finishing 50 00 services 50 00 drawing and engineering 0 83 total 220 61 t steel includes connections and secondary steel Fig 2 33 Industrial halls output results for flat roof and pitched roof solutions Summary of input data and price breakdown available for both solutions 2 6 EXPORTING DATA ACE 1s a pre design tool In order to perform a final design the user is able to export beams to one of the design tools ArcelorMittal Beam non composite and composite I profiles or Arcelor Cellular Beams non composite and composite cellular beams ACE is specially designed to create file formats which can be
16. Export Beams steel grade 355 Beams type Cellular beam Composite Mo Slab slab type steeldeck Concrete class Concrete class Causa Slab reinforcement 06 Floor height 3 46 m Fire protection Protection type Intumescent paint Protection class F30 Facade per nm of one level Facade price 127 60 EUR Export option Select A1 B1 secondary beam Click on Export button a Export beam Primary beams Secondary beams Saving exported files You will be asked to save a beam ACE recognizes the beam type profile or cellular beam therefore an appropriate file type will be associated in this case PMX extension for Arcelor Beams software Note File type Zapisz jako typ Define a name a file ACB A1 Note File name Nazwa pliku Save data with the Save Zapisz button Export beam Moje bie ce dokumenty Fulpit Moje dokumenty M j komputer a Nazwa pliku ACB Al Moje Aee Zapisz jako typ ACB input file cl Anuluj SIECIOWE Next analysis Once the file is saved ACE is ready to run the compatible software Arcelor Beams or Arcelor Cellular Beams or go back to ACE to obtain a detailed report related to another case Click on Run Arcelor Beams button in order to run Arcelor Beams software File C Program Files W4ACELOR Beams est ome has been exported Aun SACELOR Beams successfull Entering Arcelor Beams software Ar
17. Free space Finishing Floor system and service Free space Finishing Floor system Service Free space Perform calculations by clicking Run button ACE will automatically initiate all necessary calculation procedures File Prices Options Help o H Geometry Column Column All Column Del Ho HH Be Horizontal 7 Vertical ver 1 0 3 Position X 68 2 Y 39 7 Units m kN m2 Prices database file prices Last update 02 17 2008 Show legend 98 Results Once the calculations are done the temporary window will disappear Click on Result icon to view results File Prices Options Help O E w BF BB FE New Geometry Column Column All Column Del Horizontal Vertical ver 1 0 3 Position x 60 2 Y 43 0 Units m kN m2 Prices database file prices Summary report Review a summary of results including all input data and basic output results Click on Detailed Report to view more detailed information Te ACT kesine E Detailed report ACE version 1 0 3 Filename noname ace Date 2008 06 12 SUMMARY OF INPUT DATA F l i 3 2 Eksplorator TAC t ACE Results EY 3 Microsoft O bez tytu u Paint 99 Detailed report creator Each calculated case is given separately Refer to the Technical Notes to obtain the case code description Select Case No 8 to continue Note the re
18. L max 20 0 m cellular beams L gt max 40 0 m and the values of a distance between secondary beams slab span see Fig 2 3 may vary for specific slab systems steel deck 2 4 to 6 0 m precast slab 2 4 to 10 8 m hollow core slab 2 4 to 16 2 m For slimfloors only scheme 1 is available Figure 2 4 presents a view of a single module which appears in the Main window Note that only one module can be analysed at a time Other data are defined using Horizontal and Vertical input buttons Figure 2 5 presents horizontal input data type of beams and slabs steel grade and concrete class fire protection different for beams and columns Arbitrary loads User s may be defined However the user may use pre defined values These are office 1 where p 0 75 kN m2 q 3 5 kN m office 2 where p 3 0 kN m2 q 3 0 kKN m2 hospital where p 1 5 kN m2 q 4 5 kN m2 car park where p 0 0 kN m2 q 2 5 kN m p is the permanent load and q is the variable load For ULS checks the safety factors are the following permanent load with the safety load factor equal to 1 35 variable load with the safety load factor equal to 1 50 Slab weight is added automatically with the safety factor load equal to 1 35 For SLS checks the safety factors are all equal to 1 00 e ed ACE e File Prices Options Help 7 E gt a Geometry Horizontal Vertical Run Exit New e P ee 2
19. Next analysis Once the file is saved ACE is ready to run the compatible software Arcelor Beams or Arcelor Cellular Beams or go back to ACE to obtain a detailed report related to another case Click on Back to ACE option File C Program Files W4ACELOR Beams estab ome has been exported successfull Aun 4ACELOR Beams 5 2 EXAMPLE 2 SINGLE MODULE WITH EXPORT TO ARCELOR BEAMS SOFTWARE Click on New button to select a new task wes Options Help ver 1 0 3 Units m kN m2 Prices database file prices Last update 02 17 2008 Show legend Select Single Module mode click on the drawing not on the text 67 te ACE New Task Single Module Quick price and weight estimator for module of floor s eteme bated on profiles KMulti hModule Quick price and weight estimator for floor systems bated on profiles Beam calculator Price calculator of floor slstems based on already designed solutions The new window will open It enables to define a basic geometry of modules Put L 5 0 m primary beam length and L 12 0 m secondary beam length Note the scheme type is automatically selected by ACE E Geometry Possible configurations Scheme 1 Scheme 2 Dimensions ie 5 rm Le iE m Ok Cancel Go to the next Horizontal icon It is dedicated to definition of loads beam types steel grades concrete classes and fire protection Define loads select
20. and costs of drawing and engineering is part of the subdivision fabrication Connection In the costmodel there are prices for two different connections simple connections and moment connections There are two types of simple connections endplate connections between column and beam in the top and base plate connections between column and foundation For each type of connection there is a formula developed to account the manhours to make the connection The price of the connection will increase when the weight of the connected beam of column will increase The total costs of the connections are the total manhours for the different connections multiplied by the rate per manhour The formulas of the connections are given in the following table connection formula manhour lower limit upper limit endplate connection 0 0111x 0 4335 0 70 2 65 moment connection 0 0291x 0 6341 1 75 6 45 baseplate connection 0 0002x 0 0135x 0 1975 0 70 10 90 x weight of beam kg m Transport The cost of transport is based on the number of rides between the fabrication shop and the building site The total cost are the number of rides multiplied by the cost per ride The cost per ride is depending on a truck with a capacity of 20 tonnes steel The price for a transport with a truck with 20 tonnes of steel is given in the price list 29 Drawing and engineering The cost of engineering and drawing are depending on the cost of the connections For the
21. are distinguished IPE HEA HEB and HEM Fig 2 5 and results can be obtained for any set of these groups Cellular beams act exclusively as secondary beams Primary beams are always non composite If solutions based on steel deck are considered one common steel deck is taken for all cases Slimfloors are always used as scheme 1 Solution with a hollow core slab covered by 5 cm concrete layer is adopted Table 2 1 Possible beam slab combinations Non composite Composite I profiles Steel deck Precast slab Hollow core slab Steel deck Precast slab Cellular beam Steel deck Precast slab Hollow core slab Steel deck Precast slab Slim floor IFB SFB Hollow core slab Parameters of beams and slab Loads Type of building User s Permanent p A kM rn 2 q kN 2 Slab weight i added automatically Variable Primary beams Profiles profile non composite Slim Floor hollow core slab W IFE W SFE Select all cases Ok Cancel Steel grade and concrete class Beams Columne Slab We 5235 Calar Caray W 5460 cao Secondary beams and slabs Iw profile a SILT LISD W Non composite Profiles LEE Profiles We Steel deck lw Precast slab Iw Hollow core slab W Composite W Steel deck jw Precast slab OUA Fire protection W Beams Tope Paint R 30 W Columns Tope Paint R feo
22. data shall be defined separately by the user Te Beam calculator Scheme H ESSN 4 Import beams In order to import beams click below on an appriopriate beam symbol and select a proper file Click on a column symbol in order to define column data HE 120 B HE 120 B HEALTH IPE 600 6m 5235 Comp 4 CI Connections inctuded Mode module f single beam Dimensions a 5 ri Secondary beams p iS Slab Type Precast slab Thickness ern lf Include columns 114 Review results including all input data and output of the price estimation The prices are given per square meter of the floor module H ACE Results Detailed report File BEAM CALCULATOR SUMMARY REPORT ACE version 1 0 3 SUMMARY OF INPUT DATA Single beam mode Beam length 6 m Floor systems profile Steel grade 5235 The beam is composite beam RESULTS BEAMS Beams Steel weight weight Price Price C EUR EUR m A B IPES00 PEs00 732 Total Price of connections included RESULTS SLAB Slab Weight E on jig EUR re EUR m 115
23. estimate floor height see Fig 2 8 finishing of floor system default value of 6 0 cm for common finishing services space to conduct pipes etc free space space between floor and false ceiling net office height Non structural items related to the whole building should be defined internal finishing services preliminaries to be expressed as a percentage of all cost items or by a fixed value in EUR The whole floor height is automatically calculated by ACE Results can be found in the output file 11 Vertical input data profile Finishing Service Free space Cellular bear Finishing oe m included in floor height Free space a7 m Service Slim Floor Finishing Service Free space ie Vertical input data Finishing Floor system Service Free space Finishing Floor system and service Free space Finishing Floor system Service Free space m Other non structural items Internal finishing 400 EUR m2 Service 600 EUR m2 Preliminaries Cy 6 4 C ERU m2 Note The value Preliminaries is expressed by a percentage of all cost items or by a fixed value in EUR to be defined above The value Overheads are the steel s contractor s overheads and are expressed by a percentage of the cost of the fabricated steelwork to be defined through Prices Edit prices option Fig 2 9 Definition of vertical data other
24. number of beams 93 Choose beam orientation in both x and y direction That means secondary beams will be oriented in both horizontal and vertical direction File Prices Options Help Oo ee wR Bl rE gt New Geometry Column Column All Column Del Horizontal Vertical Run Create module Delete module Create all modules Delete all modules Wh v X direction v direction Select scheme b ver 1 0 3 Position Xx 25 2 Y 23 1 Units m kN m2 Prices database file prices Last update 02 17 2008 Show legend Select scheme use an automatic option in both x and y directions In that case ACE will optimize a number of secondary beams Otherwise we can define one of 3 schemes see Technical Notes for details Create module Create module _ Delete module Delete module Create all modules Create all modules Delete all modules Delete all modules Beam orientation F Beam orientation F Select scheme x direction P Sate vw automatically Select scheme onli yw automatically Y direction Ist scheme ist scheme 2nd scheme 2nd scheme 3rd scheme 3rd scheme Click on Create all modules The modules previously characterized will be applied and shown with predefined colours and patterns see Legend at the figure below 94 BR File Prices Options Help O J E r E Geometry Column Column All Column Del
25. of the compatible software Arcelor Beams or Arcelor Cellular Beams H ACE Results Detailed report File Beam Export DETAILED REPORT General characteristics Beams steel grade 355 Beams type l profile Composite Yes Slab slab type precast slab Concrete class Concrete class Coosa Slab reinforcement 0 6 Floor height 3 78 m Facade per m of one level Facade price 126 EUR Scheme 2 L 5m L 10 m A Export option Look at the drawing to see beams denomination Note that in ACE Single Module both primary beam are the same A1 A2 B1 B2 as well as all secondary beams A1 B1 Al A2 B2 Bl A2 B2 Select Al A2 beam Click on Export button 65 k Export beam Modules All Beams Primary beams 2 B1 B2 Secondary beams A1 B1 A1 42 B2 B1 A2 B2 if Export Cancel Saving exported files You will be asked to save beam ACE recognizes the beam type I profile or cellular beam therefore an appropriate file type will be associated in this case PMX extension for Arcelor Beams software Note File type Zapisz jako typ Name a file PB Note File name Nazwa pliku Save data with the Save Zapisz button Export beam Zapisz w 5 Test d E Moje bie ce dokumenty Pulpit Moje dokumenty M j komputer a Nazwa pliku PB Moje miejsca Zapisz jako typ Ps input file pris Anuluj SIECIOWE 66
26. of the steel is not exceeded during the required fire resistance period The insulating material is of two main types namely low density lt 250 kg m sprayed mineral fibres and higher density 450 kg m sprayed vermiculite both asbestos free The necessary thickness of protection is dependant on the section factor the required fire resistance and the critical temperature RIGID PANEL Typical applications 46 Rigid box fire protection is generally used on columns or exposed beams Low density boards are also frequently used on concealed beams Some systems are suitable for external use Benefits Boxed appearance suitable for visible elements A range of surface finishes or colour is available Clean dry fixing Installation causes little disruption to other trades The board is of a guaranteed finished thickness In general no preparation of the steel is necessary prior to applying the fire protection Limitations Can be difficult to fit around complex details Significant fixing time Some systems are not suitable for use either externally or in areas of high humidity Generally more expensive than sprayed materials Achievable finish The surface of the higher density insulations can be readily covered with a thin layer of plaster to enable a high standard of finishing to be achieved The resistance of this system to impact damage varies depending on the individual product Design The board insulat
27. profiles Steel grade and concrete class select all steel grades The steel grades are automatically associated with the concrete classes Activate fire protection select R30 intumescent paint Select beams select all I profiles IPE HEA HEB HEM and HL then click Accept each time Note the choice of all possible options is able by clicking Select all cases button 81 te Horizontal input data Parameters of beams and slab Loads Type of building Office Permanent p 0 kN m J 0 kN m Slab weight i added automatically Yarnable Primary beams profile hon composite Accept i IPE Shinn floor V HEA hollow core slab y HEB iw IFE iv HEM Select all cases Ok Cancel Steel grade and concrete class Beame Columns Slab W 5235 C3037 W Sooo C3037 W S460 c40 Secondary beams and slabs v o E H m Accept if IPE if HEA F m 7 7 7 Fire protection W Fire requirements R 30 min Intumescent pain Type only as secondary beams m Accept ae iw IPEAIPE jw HEB HEB W HEAHEA Iw HEM AHEM i i IPE HEA iw IPE HEB Ww HEA HEB Go to the Vertical icon This window is designed to define facade and column data Columns define 5 levels and splices at every second level Facade put the price of 250 EUR m2 Activate Ground Floor and define its price as equal to slab all upper floor slabs of a bui
28. risk of shear buckling hy ty 72ain ULS combination Load arrangement n 1 Support reactions Ry1 191 61 kN Ryv2 191 53 kN Megmax t 475 79 KN Med max 0 00 kN m TM 0 788 VEd max 191 61 KN Ty 0 184 Thy 0 788 Maximum criterion for bending resistance Tmax 0 788 Maximum criterion for shear force resistance Ty max 0 184 Maximum criterion for bending moment shear force interaction Tivimax 0 788 A start g goe O4 Eksplorat gt E Google micr Wh Dokument Wi Zadanie 2 E ACE Beta V jeg ACE Results E ACE Result T ARCELOR Be PLY E 5 3 EXAMPLE 3 MULTI MODULE WITH EXPORT TO ARCELOR BEAMS Click on New button to select a new task ver 1 0 3 Units m kN m2 Prices database file prices Last update 02 17 2008 Show legend Select Single Module mode click on the drawing not on the text t ACE New Task single Module Quick price and weight estimator for module of floor slishems based on protiles Multi hModule Quick price and weight estimator for floor systeme based on I profiles Beam calculator Price calculator of floor systeme based on already designed solutions 2 ACE File Prices G phi Dl B S EHE Fr E P Column Column All Column Del Horizontal Vertical Run Ls l Automatic scheme selection for E X direction O Y direction E x gY direction Click right mouse button to define edit modules
29. 6 54 Update prices A ArcelorMittal Avallable price list file Benelux last update 04 25 2010 France last update 04 25 7010 Lt Poland last update 04 25 7010 Portugal last update 04 25 2010 Spain last update 04 25 2010 UE last update 04 25 2010 i z a z In order to update a price list please select price list file s and click Update button Cancel Update Select price list prices Benelus pre prices France pre prices Germany pre prices Poland pre prices Fortugal pre prices 5 pain pre prices UE pre Set selected price list as default Fig 3 6 Price list download from Internet Go to Edit prices submenu to review or to edit prices The price values are displayed as shown in Fig 3 7 Not all prices are explicitly given The user can view the following ones steel grade for profiles S235 S355 S460 steel for angles connections between structural elements studs on site 55 bolts connections propping for beams ans slabs crane and transport concrete chape reinforcement and timbering reinforcement steel overhead predicted by contractor holow core slabs precast slab based floors floors with steel decking manpower By Price Editor Steal quality S235 eur kg Steel quality 5355 eur kg Steel quality S460 eur kg Steel for angles eur kg Studs on site material eur un
30. 6 Modules can be oriented horizontally secondary beams along x axis and vertically secondary beams along y axis During one session the following arrangements of secondary beams can be defined and analysed horizontal vertical horizontal and vertical Colours are attributed for each arrangement see Fig 2 12 This legend prescribes colours related to different modules orientations Another information concerns procedures of module definition or edition use right click button in order to enter the additional menu for modules definition and edition Fig 2 15 This menu allows to create or delete modules and to select beam orientation horizontal vertical or both It also define whether a scheme is pre defined automatically or fixed by the user The user has the choice to select a particular beam orientation and scheme by clicking the right mouse again Beam orientation function Create module Delete module Create all modules Delete v modules Beam orientation X direction Configuration of floor system scheme selection File Prices Options Help poe Ee i E q New ep Column Column Column Horizontal Vertical Run Exit Create module Delete module Create all modules Delete all modules 2 Beam orientation gt Select scheme b X direction gt i o _ es it Y direction gt automatically 1st scheme i 2nd scheme l 3rd scheme
31. CE 2 1 STARTING WINDOW The Starting window appears once the software is executed Fig 2 1 Click Start button to open a new session The user can choose one of 4 languages English French Dutch or Polish S A Cost Estimator for multi storey j Asteel buildings based on l profiles oe a Vea i Warning All rights reserved Copyright ArcelorMittal Commercial Sections S A Version 1 5 14 June 2010 English X AA ArcelorMittal ArcelorMittal Belval amp Differdange S A Estimateur de prix pour les batiments multi tages en acier bas s sur les profil s en _ Kosten Sch tzer f r mehrgesch ssige Stahlgeb ude bestehend aus l Tr ger Herramienta para la estimaci n del coste en edificios de acero de varias plantas realizados con perfiles N Stimatore di prezzi per edifici in acciaio con travi Kostenraming voor meerverdiepingsbouw met een staalstructuur op basis van profielen koszt w dla budynk w wielopietrowych ze stropami opartymi na belkach dwuteowych Langquage Langue S prache Lengua Lingua T aal Jezyk Fig 2 1 Starting Window Then New Task window is opened Fig 2 2 Four modes may be executed Single Module quick price and weight estimation for one module of a floor system based on I profiles Multi Module quick price and weight estimation for the whole floor based on I profiles Beam Calculator price calculator of floor systems based on alread
32. Coordinate 2 Change Grid Spacing Ho of Addit l Grids Cancel OF Fig 2 14 Definition of grid parameters Once the grid defined the user can input columns at grid intersections Three buttons may be used to place required columns Column Add permits to define columns on the area drawn using the fence Column All put column in all grid intersections rectangular floor Column Del delete column with the fence ACE imposes limits on beam module dimensions upper limit 20 0 m x 20 0 m 40 0 m x 20 0 m for cellular beams lower limit is 3 6 m x 2 4 m The maximal lengths of secondary beams L are the following slim floor L max 12 0 m I profiles L max 20 0 m cellular beams L max 40 0 m and the values of a distance between secondary beams slab span may vary for specific slab systems steel deck 2 4 to 6 0 m precast slab 2 4 to 10 8 m hollow core slab 2 4 to 16 2 m Three configurations of secondary beams are considered at each run of the software see Fig 2 10 Each configuration scheme is verified only for cases within its range of application as it is defined above For slimfloors only scheme 1 is available The next step is to enter beams ACE generates primary and secondary beams between all defined columns Besides secondary beams none one or two are defined inside each beam module Secondary beams orientation 1
33. HOD This Chapter is related to Single Module and Multi Module modes from 3 1 to 3 6 Chapter 3 7 is general for Single Module Multi Module and Industrial Halls Chapter 3 3 also concerns Industrial Hall mode in some parts 3 1 BEAMS AND SLABS ACE deals with typical multi storey structures such as offices or parkings Such structures contain repetitive single structural modules which are defined by a slab limited by 4 beams and secondary beams if any and supported by 4 columns Fig 1 1 in Chapter 1 The aim of this software is to provide weight and price estimation of a real multi module structure based on simple modules The database implemented in ACE has been elaborated using the following software Arcelor Beams Arcelor Cellular Beams ACB and IFBWIN 4 5 6 Steel profile library includes typical European profiles 39 Simply supported beams are considered for all calculations The wind bracing is not considered refer to Chapter 3 6 for more details It is assumed that the structure 1s propped if design requirements demand it Some other parameters has been fixed concrete strength class C30 37 or C40 45 steel deck 1 commonly used shear studs 19 mm diameter height according to slab thickness slab studs 12 cm 75 mm 14 cm 100 mm 20 cm 150 mm gt 25 cm 175 mm respecting EN 1994 1 ACE provides usual steel grades in conformity with EN 1991 1 1 S235 S355 S460 Histar The safety factor for data
34. Horizontal vertical Run Report New Automatic scheme selection for B X direction O direction B B X amp Y direction amp Y direction Click right mouse button to define edit modules Create module Delete module Create all modules Delete all modules Beam orientation gt Select scheme gt ver 1 0 3 Position x 16 3 Y 19 7 Units m kN m2 Prices database file prices Last update 02 17 2008 Hide legend At this stage the floor geometry may be modified Use Delete module to delete one module as shown below click on the required module File Prices Options Help D E S 2 EE New Geometry Column Column All Column Del Horizontal Vertical gt gt Create E a Delete all modules Beam orientation Select scheme ver 1 0 3 Position 14 6 27 7 Units m kN m2 Prices database file prices Last update 02 17 2008 Show legend Z A Go to the next Horizontal icon It is dedicated to definition of loads beam types steel grades concrete classes and fire protection Define loads select Office2 load type This load simulates common loads in offices The values of p 3 0 kN m and q 3 0 kN m will be adopted Secondary beams select all profiles for non composite and composite I profiles 95 Steel grade and concrete class select all steel grades The steel grades are automatically associated with the concrete classes
35. LOR Beams estab pms has been exported Aun ARCELOR Beams successfull Entering Arcelor Beams software Arcelor Beams is a final design software It enables a detailed analysis of any given beam When Run Arcelor Beams button is used Arcelor Beams is executed automatically The user needs to accept conditions of use of the software Click Accept to continue 75 ARCELOR Beams WARRING This software facilitates the preliminary engineering studies with respect to steel constructions Based on calculation methods complying with the principles of the applied standards this software enables to make a certain number of verifications in wiew of evaluating a solution for a pre design lIt does not enable to analyse all situations and to make in an exhaustye way all relevant calculations needed for a study of execution which requires in every case the advice of an extemal Engineering Office Given the complexity of the calculation methods this software ts only intended for professional users active in the sector of steel constructions who are fully aware of the possibilities limits and its adequacy thereot for specific practical cases The user shall use the software under his own responsibility and at his own risks This software may be used free of change No right is granted to the user of the software the property and intellectual rights of which continue to belong esclustvely to SACELOR SECTIONS COMMERCIAL 5 4 or depe
36. Li a H La L fia i Import beams In order to import beams click below on an appropriate beam symbol and select a proper file Click on a column symbol in order to define column data HEALTH IFE 600 6 m 5235 Comp HEA Cannections ine iudei columns hat inciud ed Columns may be included in the analysis Click on include columns to activate this option Te Beam calculator Scheme Import beams In order to import beams click below on an appropriate beam symbol and select a proper file Click on a columna symbol in order to define column data HEH IPE 600 6 m 5235 Comp HEH Connections ine tug eq Mode f module f single beam Dimensions Secondary beans fr j3 Slab Type Precast alab x Thickness erm M Include columns Calculate Mode f module f single beam Dimensions 5 m Seconda beams ths j is Slab Type Precast slab Thickness cm 113 Define columns I profile HEA140 steel grade S235 floor height 4 0 m slices at each level Te Columns Columns Profiles HE 120 6 Steel grade 5235 Floor height 40 rn Splices En OF Cancel Beam calculator is now ready to perform calculations Click Calculate to perform price estimation Note that slab definition has been made automatically as it has been imported together with the composite secondary beam In case of a non composite beam the slab
37. N m Med max 0 00 KN m TM 0 788 Ved max 191 61 KN rye 0 184 Thv 0 788 Maximum criterion for bending resistance T M max 0 788 Maximum criterion for shear force resistance Ty max 0 184 Maximum criterion for bending moment shear force interaction T Wmax 0 788 A start 4 Eksplorat gt E Google micr wh Dokument1 wh Zadanie 2 jeg ACE Beta V E ACE Results E ACE Result T ARCELOR Be Puy E 5 4 EXAMPLE 4 MULTI MODULE WITH EXPORT TO ARCELOR CELLULAR BEAMS SOFTWARE Click on New button to select a new task Units m kN m2 Prices database file prices Last update 02 17 2008 Show legend 90 Select Single Module mode click on the drawing not on the text E ACE New Task single Module Quick price and weight estimator for module of floor slisheme based on profiles Multi hModule Quick price and weight estimator for floor systems based on l profiles Beam calculator Price calculator of floor sletems based on already designed solutions 2 ACE File Prices Column Column All Column Del Horizontal Vertical Automatic scheme selection for E X direction O Y direction E X amp Y direction Click right mouse button to define edit modules ver 1 0 3 Position x 2 8 Y 1 2 Units m kN m2 Prices database file prices Last update 02 17 2008 Hide legend First a geometry of one floor level has to be defin
38. TABLE OF CONTENT WINTRODUC TION ccnacsetsccnancetescanadadenstetnatenanndssancitesaensdnsesatetseaanaateseanculacmaasdedcniotasuasaasestnadetedeaneanoaadedsean 2 DVS CO PIE yo atosaus case sera pacco tea Sine a a E aa 2 LZINSTALCEA TION PROCEDURE cenoo a a RER 4 ZINERA CE oae E coe EE eres acs et eae 4 DSI NN INDO Vea E A A E tae ane ee Nea 4 ONT A TA a a E eE EN 5 PL STING ESS IV ODU Erai es eh te aac T E A T a nae 6 2 WTS OE a ee 13 22o BEAM CALCULATOR aaa a e E N 23 Z ENDOS TRAE HAT ea E A EE A Ea e a E Bt BOE 23 D3 RONNNGA C E oona E E ba ano was easeett 25 DADA TAP AST asoan a a a a a a a a aaa a A 27 ZO OUPO T I EE e a E a a a a E O 32 LEPORI GDATA ma oak E ah co a Ne ah ttc coe De EEA 37 PSAN NOG DATA cate serch E eM wet tae AEEA tah gt Nt Aas cal cet Nh we cca Manta EO 39 SC AEE ULA NTON METHOD in oarde ee er ee ee re ee ee 39 sI PAINS INS ABS sehr sicpeire a yao sessed atest Cacuae nde icenem aaa iyate aaa ata ese enim aa tees 39 See GO BN hc Renee er eee OO Pe eR ee OTT EE OT PO REAP E A PRE EDR OORT AR RO ET RE TS Ee 42 Or eR PROTEC HON foc Secrest atctenntechcteu te tabet seen a a a a e a a E a S 44 3 3 LFIRE RESISTANCE OF STEEL STRUCTURES lt xiusanssasumsnonaviannsedeassessdesnatseiunaiassashewasadesusessbsstessndamnscondtnntdednss 44 332 FIRE PROTECTION MATERIAL Senita sc sep a n n a a a 45 3 4 FACADES PROOF AND GROUND OOA a i a adele ete ees ect 49 POINT TOUS 5 siasza aaa acer saan sth a each tay stk ita ta a etka as ef aa ss Ni
39. TE Beam calculator Scheme a in f Scheme 1 i Scheme 2 f Scheme 3 Import beams In order to import beams click below on an appropriate beam symbol and select a proper file Click on a column symbol in order to define column data qq IPE SSO0A4IPE S30 6 m 3235 5255 IPE 500 5m IFE 500 5m 5235 Hon comp CC 5235 Mon comp IPE S304IPE S30 6 m 5235 5235 4 CT IPES30 IPE 330 6 m 5235 5235 Connections ine luged columns not inetd ed Mode f module f single beam Dimensions Ly m Seconda beams ba pE Slab Type Steel deck Thickness 4 cm Include columna Calculate Columns may be included in the analysis Click on include columns to activate this option Te Beam calculator Scheme So La f Scheme 1 f Scheme 3 f Scheme 2 Import beams In order to import beams click below on an appropriate beam symbol and select a proper file Click on a column symbol in order to define column data RO _ HH IPES30 IPE330 6 m 8235 5235 IPE 500 5 rm IFE 500 5 m 5235 Non comp IPES30AIPE 330 6 m 3235 5255 4 H IPES30 IPE 330 6 m 5235 5235 Connec Hons ine id ed 5235 Non comp Mode f module i angle beam Dimensions Li m Secondary beams E E o fx Slab Steel deck Type Thickness ha cr Define columns I profile HEA140 steel grade S235 floor height 4 0 m slices at each level
40. Vertical ver 1 0 3 Position x 5 3 Y 6 0 Units m kN m2 Prices database file prices Last update 02 17 2008 Show legend Y A Summary report Review a summary of results including all input data and basic output results Click on Detailed Report to view more detailed information 63 ACEaReowlts E e Detailed report SUMMARY REPORT ACE version 1 0 3 Filename noname ace Date 2008 06 12 SUMMARY OF INPUT DATA Detailed report creator Each calculated case is given separately Refer to the Technical Notes to recognize the case code Select Case No 1 to continue Note the results are given in the descending order starting from the most economic solution TE Results Detailed report creator Select case Select one of the below cases No1 Case code 2 ICP3X Beam type l profila steel grade 5355 composite Slab type precast s No 2 Case code 1 ICPS 4 Bean type I profile steel grade 5355 composite Slab type precast s No 3 Case code 2 4INP3 Beam type l profile steel grade 5355 non composite Slab type prec No 4 Case code 1 INP3 Beam type profile steel grade 5355 non composite Slab type prec Detailed report Go through details of the selected case You will obtain detailed information about input data and final results including weight and price of all structural components 64 Select Beam Export option to send any beam to one
41. and No of Addit Grids 5 for Y Grid coordinates Click Add then confirm by Ok ar Geometry Definitions of grid x r Geometry Definitions of grid Grd Y Grd Grd Y Grid Grid generation ita ends M Gnd generation FFE y cl Grid Label 1 Delete Grid Label G Delete Grid Coordinate fl Change Grid Coordinate 40 Change Grid Spacing E Grid Spacing Mo of Addit l Grids E Mo of Addit l Grids Cancel OF Cancel OR 92 Define columns Click on Column all to define columns at all intersection points of the grid Columns are represented by small symbols of I profiles see drawing below File Prices ane Help J ERE NR Geometry Column olumn All olumn Del Horizontal Vertical ver 1 0 3 Position 32 8 Y 34 4 Units m kN m2 Prices database file prices Last update 02 17 2008 Show legend The columns arrangement can be changed Click on Column Del to remove unnecessary columns This can be obtained by using fence at the drawing area File Prices Options Help O 4 HY E Tz Geometry Column Column 4 Column Del Horizontal Vertical ver 1 0 3 Position x 26 2 Y 23 6 Units m kN m2 Prices database file prices Last update 02 17 2008 Show legend Define floor systems Right click button enables to enter a menu in which we can define floor systems including direction and
42. ard or Plate foundations will be applied automatically see Technical Notes Sand option provides average soil conditions for sand Activate Bracing not included in total price Therefore an estimation of wind bracing will not be analysed in this example Click on the Next button to proceed to the next window 96 E Vertical input data Ground floor W Include ground floor prices floor system steel structure EUR m alab fire protection Columna No of levels 5 kai Splice every end ley Facade foundations WM Include facade Price 250 EUR m e W Include root Bracing type Extra waterproofing price 50 EUR m ye Bracing not included in total price Foundations C K or Bracing W Include foundation W Standard Soil type Sand v Plate Next gt Cancel This window describes vertical dimensions of a building Values to be defined free space available room height in a completed building all layers of the floor including finishing and services Note that the floor system beam slab is given automatically by ACE Keep default values in this example 97 te Vertical input data profile Finishing Service Free space Cellular beam Finishing Service Free space Slim floor Finishing Senvice Free space DE m included in floor height 27 m Finishing Floor systern Service
43. base with beam modules is assumed constant ym 1 0 Beam design is performed according to EN 1993 1 2 EN 1994 1 4 3 and in conformity to requirements of EN 1991 1 1 Concrete slab is calculated according to EN 1994 1 3 Possible configurations are the following concrete slab on steel deck concrete slab on precast slab 5 0 m hollow core slab Slab weight is given by multiplication of a concrete volume by 2500 kg m Note that exact calculations of the slab are performed only for solutions with precast slab The other solutions are available with exact weight and price but the resistance data are those adopted from the solution with precast slab The total system height is the sum of a profile height and a concrete slab height For slimfloors a beam height 5 0 cm extra concrete over the hollow core slab is taken 40 ULS resistance in final stage composite Gus 1 35 P Paw 1 54 f Profile 1 s SLS deflection in final stage ULS resistance in construction stage non composite E Qurs_consir 1 39 Pain 1 9 Q Profile 3 Profile 35 maximum Sa Geis propped p Piia q gt s Profile Propping Profile No SLS deflection in construction stage eis Quits constr Print Q step 1 Sere L 300 a pe is the ultimate load in construction Onax steel stage S L5 Profile Propping F z as q SL5 constr steel T aga Tasi Pus Cinar stel Geis com
44. beams select all available profiles IPE HEA HEB HEM then click Accept each time te Horizontal input data Parameters of beams and slab Loads Steel grade and concrete class Fire protection Type of building User s Beams Columns Slab 2 C30 37 Fermanent p EM rn iw 5355 Calar 65460 C40 Vanable q Nr re Secondary beams and slabs Slab weight i added automatically j F ae p only a secondary Primary beams a beams profile Profiles Gi Accept 5i Trte non compozite E W IFE mes E Slim floor W HEA hollow core slab Fi v HEB EES E IF SFE 5 W HEM TO TAZZ ieee M Accept E W IFE noe Select all cases Iw HEA iv WW HEB LZE Ok Cancel Iw HEM 60 Go to the Vertical icon This window is designed to define facade and column data Some cells such as Roof or Foundations etc are not active they are only available for full multi module analysis Columns define 5 levels and splices at every second level Facade put the price of 250 EUR m and define an approximate length 160 m and area 1200 m of the building As ACE Single Module deals with one single module approximate dimensions of the building shall be defined by the user as they cannot be deducted from other input data Click on the Next button to proceed to the next window te Vertical input data floor system steel structure slab fire protect
45. below formula lower limit upper limit erection 0 022x 46 3 18 8 43 6 x weight of beam kg m 30 PITCHED ROOF The database applied for pitched roof solutions are based on real design performed using ArcelorMittal Beams software As an output columns and rafters together with hunches are obtained Other items such as connections transport erection are derived from interpolation obtained from some price estimation see Fig 2 27 Finishing The subdivision finishing contains corrosion protection and fire protection Corrosion protection The corrosion protection will be foreseen by coating There has been an assumption of a two layer protection The costs of coating are the price per m2 multiplied by the total protected surface The prices of the coating can vary between the different countries The prices are listed in the price list Fire protection The intumescent paint option is available for flat roof industrial halls It is applied according to the rules described in Chapter 3 3 Columns 25 S 20 O _ T c x D 15 o oO 5 gt c Z 5 0 0 200 400 600 800 1000 1200 Net weight kg Rafters 30 Z 25 O Sg gt lt 2 15 5 10 Sa c 5 0 0 500 1000 1500 2000 Net weight kg Fig 2 27 Database for pitched roof halls estimation of manhour cost 31 2 5 OUTPUT FILE SINGLE MODULE AND MULTI MODULE Calculations are exe
46. celor Beams 1s a final design software It enables a detailed analysis of any given beam When Run Arcelor Beams button is used Arcelor Beams is executed automatically The user needs to accept conditions of use of the software Click Accept to continue 88 ARCELOR Beams WARNING This software facilitates the preliminary engineering studies with respect to steel constructons Based on calculation methods complying with the principles of the applied standards this software enables to make a certain number of verifications in view of evaluating a solution for a pre design It does rot enable to analyse all situations and to make in an exhaustive way all relevant calculations needed for a study of execution which requires in ever case the advice of an extemal Engineering Office Given the complexity of the calculation methods this software is only intended for professional users active in the sector of steel constructions who are fully aware of the possibilities limits and its adequacy thereof for specific practical cases The user shall use the software under his own responsibility and at his own risks This software may be used free of charge No right is granted to the user of the software the property and intellectual rights of which continue to belong exclusively to AACELOR SECTIONS COMMERCIAL 5 4 for depending on the case to the company of the ARCELOR Group who is owner of these rights No waranty i granted to the
47. class Slab C3037 C3037 C40 Beams Columns W S235 W S355 W S460 Secondary beams and slabs W profile a W Mon composite Profiles i Steel deck ae CUAR ke Cellular beam only as secondary beams W Mon composite Profiles We Steel deck ZOE if Precast slab e Precast slab if Hollow core slab Profiles if Hollow core slab W Composite W Composite Profiles jf Steel deck jf Steel deck W Precast slab ZEE W Precast slab Fire protection We Beams Type Spray R 120 lw Columns Type Paint R 60 Steel grade and concrete class Slab C3037 C303 C40 Beams Columns Iw 5235 Iw 5355 We 5460 Secondary beams and slabs 3 Ga only as secondary beams Accept e Accept IPE ao i IPE IPE fw HEB HEB M HEA M HEAHEA fe HEM HEM HEB EA i IPEAAIPEA 7 HL HL HEM Es Accept i i lw IPE Accept M IPEVHEA M IFE HEB v V HEA HEE Fig 2 18 Definition of horizontal input data predefinition of steel profiles IPE HEA HEB HEM 20 Vertical input data are divided into two groups foundations facades ground floor roof columns and bracing floor height Roof foundations ground floor fa ades and bracing can be included in calculations Figures 2 19 and 2 20 present all input values Output file provides fa ade price recalculated per square meter of the floor system Include fa ade activates calculation
48. common finishing services space to conduct pipes etc free space space between floor and false ceiling net office height Non structural items related to the whole building should be defined Fig 2 21 internal finishing services preliminaries to be expressed as a percentage of all cost items or by a fixed value in EUR The whole floor height is automatically by ACE Results can be found in the output file E Vertical input data profile Finishing SE Sa Se es EE Finishing Floor system Service Service Free space Free space Cellular bearn Finishing 06 m Sa Finishing Service included in Floor system floor height and service Free space a7 m Free space Slim floor Finishing Finishing Service Floor system Service Free space Free space Fig 2 20 Definition of vertical data foundations facades columns and bracing ZZ E Vertical input data Other non structural tems Internal finishing 400 EUR re SEICE 00 EUR m Freliminaries T 5 m ERU m2 Mote The value Preliminaries i expressed by a percentage of all cost items or by a fixed value in EUR to be defined above The value Overheads are the steels contractors overheads and are expressed by a percentage of the cost of the fabricated steelwork to be defined through Prices Edit prices option Fig 2 21 Definition of vertical data other non structural ite
49. cost of engineering and drawing is taken 0 05 euro kg steel Finishing The subdivision finishing contains corrosion protection and fire protection Corrosion protection The corrosion protection will be foreseen by coating There has been an assumption of a two layer protection The costs of coating are the price per m2 multiplied by the total protected surface The prices of the coating can vary between the different countries The prices are listed in the price list Fire protection The intumescent paint option is available for flat roof industrial halls It is applied according to the rules described in Chapter 3 3 Erection The assumption is that the steel structure will be assembled by a team which consist of three men two tower wagons and one crane The costs of the team per day can be determined by the prices from the price list The calculation of the cost per day for a team is given in below table The unit prices are given 1n the price list numbers manhours unit price subtotal Mechanicans 3 24 A 24A Tower waggons 2 16 B 16B Crane 1 8 C 8C Total 24A 16B 8C The team can assemble a number of steel elements beams per day The number of elements 1s depending of the weight of each element At the end it is possible to determine the number of days assembling This number multiplied by the costs per team will give the total cost of erection The formula for the accounting of the number of elements which a team can erect is given
50. cribes how colours are related to the orientation of different modules For example the orientation of beams in Fig 2 11 is in the X direction The main window permits to define input data run analysis as well as view a model in the drawing area Fig 2 11 In order to define geometrical and material data the user shall pass through all icons starting from the left The step by step procedure is described below ed ACE File Prices Options Help O eo OH HEIT EIP New Geometry Column Column Column Horizontal Vertical Run Automatic scheme selection for E X direction O Y direction E X amp direction Click right mouse button to define edit modules ver 1 5 14 Position x 15 8 Y 6 1 Units m kN m2 Prices list file UK Last update 25 04 2010 Hide legend Fig 2 13 ACE Multi drawing area First a geometry of one floor level has to be defined In order to do so a grid has to be drawn in the drawing area Fig 2 13 Each grid intersection can be a column no intermediate columns are possible The following data are obligatory Fig 2 14 Grid Label letters for X coordinates numbers for Y coordinates Grid coordinates in meters Grid Spacing distance between grid lines No of Addit Grids number of repetition of a defined grid spacing 15 i Geometry Definitions of grid Grid Y Grid Bug gecoleh wad Grid Label E Delete Grid
51. cuted using Run button Once the calculations are terminated the user proceeds to summary of results through Results button An extract of the Summary output data is shown in Fig 2 28 summary of input data and in Table 2 3 recapitulative table cmos 0 ooo e File Technical detailed report PRICES RESULTS ACE version 1 5 14 Filename noname ace Date 2010 09 20 SUMMARY OF INPUT DATA Fig 2 28 Output file summary report Table 2 3 Output file recapitulative table No Code Floor height a al Price m ae structure Facade foundation roof round floor total 1 1310R3 3 81 25 2 100 32 152 9 05 0 9 71 2 0 75 475 22 2 13INPS Y 4 11 38 1 109 54 158 9 05 0 9 71 285 8 488 06 3 10PX 3 83 15 9 113 83 149 9 05 0 14 27 285 9 703 36 4 HINPOX 3 93 20 9 115 55 154 9 05 0 14 27 293 04 708 38 1 X X horizontal direction orientation of secondary beams Y Y vertical direction orientation of secondary beams 2 Price of one floor 3 STRUCTURE steel frame slab fire protection fa ade bracing 32 Legend for the code applied in the column Code INS I profile non composite steel deck INP I profile non composite precast slab INH I profile non composite hollow core slab ICS I profile composite steel deck ICP I profile composite precast slab ICH I profile composite hollow core slab ANS cellular beam non composite st
52. e Sa gb aN arse Ina 50 VV MORRA N heres tweets Neat a eg eect reece wate theese ar ae eG skeet 52 327 PRICE ESTIMATION scaon nana a sedan masa vanes pasbataane sin sadun hace aban secs oiinkagesuin eanbaca aG 52 Dy Eves AS ANIC OM IVINS sins rescigsioaeciices a E ans acento tise aie saan a E 52 5 al Pe Be GIN RE TE CLAB eee ee eae ye a Oe RTE ERY ODES RCO TOD SNE AUT ENE RY WOOT RIOR A EEE A RTE 53 BP Pek OO INU 3 od HONS arne ee ner nO ene AP E O See ne ATEA 53 5 ENGINEERING AND MANPOWER Scclsncctcte EEN hits iotenutehauen tagline tata OA E EA 54 Ded RI OPD T eae AEE tae Sos ast sites sts E AE E TE 54 A REFERENCE Sraa a eer ee 58 S PRACTICARE XAMPLE S ania E N 59 SL EXAMPLE SINGLE MODUL F masenra enn e aE eae A e a A NOAN 59 5 2 EXAMPLE 2 SINGLE MODULE WITH EXPORT TO ARCELOR BEAMS SOFTWARE csccscceccecceccescescescesces 67 5 3 EXAMPLE 3 MULTI MODULES WITH EXPORT TO ARCELOR BEAMS SOFTWARE cseccseccescceeccesceeeces TI 5 4 EXAMPLE 4 MULTI MODULES WITH EXPORT TO ARCELOR CELLULAR BEAMS SOFTWARE 0 ceeeeee 90 5 5 EXAMPLE 5 BEAM CALCULATOR WITH MODULE MODE scccsscseccsccesccssccsccsccescesscescesscescesscessences 104 5 6 EXAMPLE 6 BEAM CALCULATOR WITH SINGLE BEAM MODE secseceecceccecctcceccecceccecceccsscuscscuscuss 110 32 EXAMPLE 7 INDUSTRIAL HALL PLAT ROOP caaea a e a r a a a S 0 5 8 EXAMPLE 8 INDUSTRIAL HALL PITCHED ROOF 0 0 ccsccecsccesscesecesecssecteccrsccssccsecssecssecsces
53. e and harmless from any claim and any direct andor consequential damages in particular those resulting from an incorrect or inappropriate Use or a use made for an inadeguate or inappropriate purpose EY PRESSING THE BUTTON REFERRED TO BELOW AS ACCEPT THE USER EXPRESSLY DECLARES THAT HE HAS CAREFULLY READ THE ABOVE TEST AND THAT HE THEREBY ACCEPTS ALL LEGAL CONSEQUENCES AND OBLIGATIONS RESULTING FOR HIM THEREFORE Accepter Quitter ACB The main window will appear Run the software see the button below to view input data and results ACB Calcul de poutres alv olaires Fichier Edition Options Eja E HII 2008 06 12 Unit s kN mm Nom du fichier C Program Files4ACELOR Cellular Beams 4CB A1 clb The output data are listed as shown below All T values in the output file should be lower than 1 for any ULS and SLS criteria Optimal design gives values close to 1 Use Arcelor Cellular Beams to optimize results if necessary out of scope of this example 103 my Edition C Program Files ARCELOR Cellular Beams ACB A1 clb 3 4 Fichier 144 lt 4 b gt dpi Moment r sistant de la section au droit d une ouverture Mpg 341 838 KN m Combinaison ELU ELU 01 1 35 G 1 5001 RESUME DES CRITERES R sistance l effort axial Ouv n 6 R sistance au cisaillement Ouv n 5 R sistance au moment fl chissant Quv n 1 Interaction effort axial effort tranchant Quv n 6 Interaction mome
54. ed In order to do so a grid has to be drawn in the drawing area Each grid intersection can be a column no intermediate columns are possible The following data are obligatory Grid Label letters for X coordinates numbers for Y coordinates Grid coordinates in meters 91 Grid Spacing distance between grid lines No of Addit Grids number of repetition of a defined grid spacing Put Grid spacing 6 0 m and No of Addit Grids 3 for X Grid coordinates Click Add acs Geometry Definitions of grid Ed acs Geometry Definitions of grid Grid Y Grid x Grid Y Grid Grid generation Add M Grd generation GFE Grid Label p Grid Label D A 0 Delete G Delete E I 12 Grid Coordinate 0 Change Grid Coordinate 18 Ip 19 Change Grid Spacing 6 Grid Spacing No of Addit l Grids 3 No of Addit l Grids Cancel OF Cancel OF Continue by putting Grid spacing 5 0 m and No of Addit Grids 2 for X Grid coordinates Click Add then confirm by Ok ac Geometry Definitions of grid a Geometry Definitions of grid x Grid Y Grid x Grid Y Grid Grid generation Grid generation ay Grid Label BD o Delete Grid Label FO 0 Dde Grid Coordinate 18 Change Grid Coordinate 28 Change Grid Spacing 5 Grid Spacing No of Addit Grids A No of Addit Grids Cancel OF Cancel OF Put Grid spacing 8 0 m
55. ed for L within range of 7 2 20 0 m for hollow core slabs where L4 is the length of a primary beam 2 4 2 INDUSTRIAL HALLS The approaches proposed for flat and pitched roof solutions differ one from another However in both cases calculations are based on the databases 28 FLAT ROOF The following methodology for calculating costs of flat roof industrial buildings is proposed The calculation of the costs of the steel structure of flat roof industrial buildings is divided in four parts The calculation consist of the following parts material fabrication finishing and erection The used methodology rates and formulas has been checked by several steel fabricators Material The costs of the material exits of the prices of the beams the bolts and secondary steel The prices of the beams are depending of the price per kg and the steel grade There is made an distinction in the price per kg for beams with a weight lower than 100 kg m light sections and beams with a weight higher than 100 kg m heavy sections There are also different prices for the three used steel grades S235 S355 and S460 So in total there are six different prices The prices vary per country and are listed in de price list The costs of the bolts does not vary per country The costs are 15 euro ton steel For secondary steel has been calculated 35 of the costs of the beams Fabrication Everything what is happen in the fabrication shop costs of transport
56. eel deck ANP cellular beam non composite precast slab ANH cellular beam non composite hollow core slab ACS cellular beam composite steel deck ACP cellular beam composite precast slab IFB integrated floor beam SFB slimfloor beam Figures 1 2 or 3 which precede the letters of the codes stands for scheme 1 scheme 2 and scheme 3 respectively see Table 2 1 for configurations of primary and secondary beams whereas last figure 2 3 or 4 denotes steel grades S235 S355 and S460 respectively X and Y describes secondary beams orientation as stated below the table Summary output data may be extended The option Report is used to run a detailed report creator Detailed report creator see Fig 2 29 enables to select a case to define a report format Word or plain text and to print and save results The extract of the detailed report is presented in Fig 2 30 Prel Results Detailed report creator Select case Select one of the below cases Mod Caze code 1 ICP2 4 Beam type profile steel grade 5235 composite Slab type precast s Mo 2 Case code 1 ICP4 Beam type profile steel grade S460 composite Slab type precast s No 3 Case code 1 Beam type profile steel grade 5355 composite Slab type precast s No 4 Case code 1 INP2 Beam type profile steel grade S235 non composite Slab type prec No 5 Case code 1 INP4 Beam type
57. ength level height member forces NSd only MySd MzSd 0 EN 1993 1 check 5 5 1 formula 5 45 Elements in compression taking into account buckling resistance of a member Nsa XB Afy YMI where BA 1 for class 1 2 and 3 l am but y lt 1 0 51 a n 0 2 7 a is an imperfection factor according to Table 5 5 1 of Eurocode 3 K MBa 1A 41 93 3 o ee 3 3 FIRE PROTECTION FIRE RESISTANCE OF STEEL STRUCTURES 7 The required fire resistance of steel structures in terms of fire resistance classes R is given by national regulations and prescribed in EN The assessment of the fire resistance of structural elements is based on standard fire tests in furnaces Principles of calculation Steel temperature The increase in steel temperature is given by the following factors a The section factor Am V i e the relation between the surface area exposed to the heat flux and the volume of the member per unit length Calculation methods and values of Am V for common sections are available b The thermal properties of a fire protection material 1 e thermal conductivity p its specific heat cp and its thickness dp c For fire protection material containing water the evaporation of the water causes a delay of the 44 temperature increase of the steel when the temperature of the steel reaches 100 C Steel properties change with temperature For a member at a uniform temperature called crit
58. es the steelwork thereby ensuring that the steel will support its design load for the required fire resistance period The insulating material is of two main types namely low density lt 180 kg m fibre board and higher density 450 1000 kg m cement based gypsum vermiculite or calcium silicate boards all asbestos free The boards are fitted using proprietary fixings glue or screws The necessary thickness of protection is dependant on the section factor the required fire resistance and the critical temperature FORMULAS FOR FIRE PROTECTION PRICE ESTIMATION In order to estimate price of fire protection a set of empirical formulas has been developed Input parameters are beam height material and manhour prices The adopted solutions are presented below Separate formulas have been developed for gypsum boards intumescent paint and sprayed material 47 Prices in EUR M Aiea pesos ovmnmaneoesveos sconstavocsedpossssevnbeseuetpeccsanennneacscsconeseeconinl NB prices are calculated using following equations varying according fire protection resistance R30 R60 of R120 the sections HEA HEB HEM and HD J eie Madee Bade Me iaoiai ESENE DESENE systeneeneeneenees usessesoseosososessesosessososesseso uosescosssessoo Seocscscvecsensvecsosccccsone xh x matnet Lxhxmatnet 2 7 84 xmatnet 001 xhxmh O50 xmh xh x matnet xh x matnet xh x matnet imanhours E NB prices are calculated
59. factor equal to 1 35 variable load with the safety load factor equal to 1 50 Slab weight is added automatically with the safety factor load equal to 1 35 For SLS checks the safety factors are all equal to 1 00 18 ACE provides results for 3 steel grades and 2 concrete classes which are associated in the following pairs 235 and C30 37 355 and C30 37 460 and C40 45 The same steel grade is imposed for beams and columns at each run of the software Fire protection cost may be added to the total price if activated ACE provides 3 types of fire protection intumescent paint sprayed material rigid panels which are calculated at different fire resistance conditions R30 R120 ACE enables a price estimation for the following configurations of steel beam I profile cellular beam concrete slab profiles non composite with steel deck profiles non composite with precast slab profiles non composite with hollow core slab profiles composite with steel deck profiles composite with precast slab Cellular beams non composite with steel deck Cellular beams non composite with precast slab Cellular beams non composite with hollow core slab Cellular beams composite with steel deck Cellular beams non composite with precast slab Integrated floor beams IFB Slimfloors SFB The choice of solutions among I profiles can be limited Four groups of profiles are di
60. file Composite Yes Slab slab type precast slab Concrete class Concrete class Causa Slab reinforcernent 0 6 Floor height 3 73 m Facade per m of one level Facade price 124 35 EUR Scheme 2 Ly om L 12 m Export option Look at the drawing to see beams denomination Note that in ACE Single Module both primary beams are the same A1 A2 B1 B2 as well as all secondary beams A1 B1 A1 A2 B2 B1 A2 B2 Select A1 A2 beam Click on Export button as Export beam E Secondary beam Export Cancel 74 Saving exported files You will be asked to save beam ACE recognizes the beam type I profile or cellular beam therefore an appropriate file type will be associated in this case PMX extension for Arcelor Beams software Note File type Zapisz jako typ Define a name a file PB Note File name Nazwa pliku Save data with the Save Zapisz button Export beam Zapisz w i Test Moje bie ce dokumenty E Fulpit Moje dokumenty M j komputer Nazwa pliku h Moje per Zapisz jako typ Ph input file pr Anuluj SIECIOWwe Next analysis Once the file is saved ACE 1s ready to run the compatible software Arcelor Beams or Arcelor Cellular Beams or go back to ACE to obtain a detailed report related to another case Click on Run Arcelor Beams button in order to run Arcelor Beams software File C Program Files W4ACE
61. ftware In this case cellular beams are imported for secondary beams Import beam Moje blezace dokumenty mi E Fulpit Moje dokumenty Moy komputer r Nazwa pliku 12 Moje miejsca Pliki typu ACB input file clb SIECIOWE PH input file prix ACE input file clb Once the secondary beams are imported a short description will appear at the screen type length steel grade 106 Beam calculator Scheme Mode Se f module f single beam Dimensions C Scheme 1 f Scheme 2 f Scheme 3 L m Import beams Secondary beams In order to import beams click below on an appriopriate beam symbol and select a proper file i DASE Click on a column symbol in order to define column data ae a io 4 JH IPESSOAIPE S30 6 m 5435 5235 Slab Type Steel deck E IFE 330 1FE 330 6 m 52357 5235 Thickness 4 cm 4 JH IPES30 IPE 330 6 m 5235 5255 Include columns Connections included columns not jected ed Download previously designed beams pmx extension from Arcelor Beams software In this case I beams are imported for primary beams Import PMX beam Moje bie ace dokumenty Pulpit Moje dokumenty Nazwa pliku 2 T Moje Ee Pliki typu Ph input file prev Anuluj SIEClOWEe Otw rz tylko do odczytu Once the primary beams are imported a short description will appear at the screen type length steel grade 107
62. he length of secondary beams LT LT 2 Floor systems Cellular beam Steel grade 5235 5235 Both primary and secondary beams are non composite Slab type steeldeck Slab thickness 14 cm RESULTS BEAMS ACE version 1 0 3 Beams Steel weight Steel weight BEAM CALCULATOR SUMMARY REPORT Price Price 5 6 EXAMPLE 6 BEAM CALCULATOR WITH SINGLE BEAM MODE Click on New button to select a new task ver 1 0 3 Units m kN m2 Prices database file prices Last update 02 17 2008 Show legend 110 Select Beam calculator mode click on the drawing not on the text te ACE New Task Eg Single Module Quick price and weight estimator for module of floor systems based on protiles Kulti Module Quick price and weight estimator for floor systeme based on I profiles Beam calculator Price calculator of floor sustems based on already designed solutions Definition of input data Define the type of analysis click on single beam to choose an analysis of one beam The choice of scheme is not active Now it is possible to import beams Click on the beam in the drawing area Import beam option will open ACE will recognize two file extensions related to Arcelor Beams and Arcelor Cellular Beams software T Beam calculator Scheme H EG H oa m H a Ly a H m 9 meam G a a a oe 7 E G Dimensions
63. ical temperature the load bearing capacity becomes equal to the effect of the applied loads Failure will then occur The critical temperature 1s determined by the level of the applied load action An adaptation factor is introduced to take account of non uniform temperature distribution over the height and alongside the steel section General material properties and calculation rules are available in national codes FIRE PROTECTION MATERIALS Available fire protection types Intumescent paint Sprayed material Rigid panel Fire protection classes R30 R60 R90 R120 INTUMESCENT PAINT Typical Applications Used for visible steelwork with moderate fire protection requirements Commonly used in the restoration of structural elements Benefits Unlike other methods of fire protection there is no appreciable increase in overall member dimensions Can be applied rapidly and easily covers complex details Fixing to the steel 1s much simplified Certain manufactures produce thicker more expensive coatings which give 120 minutes fire resistance and may be suitable for external use Limitations Many systems are not suitable for use either externally or in areas of high humidity Usually requires a blast cleaned surface and a priming coat Some coatings may require a top sealer coat 45 Achievable finish Manufactures of intumescent paints invariably produce compatible top coat paint
64. import beams click below on an appropriate beam symbol and select 4 proper file Click on a column symbol in order to define column data 4H IPE 460 10m 5355 Comp IPE 400 Em PE ee 8356 Non comp 5355 Mor comp IPE 450 10 m 5355 Comp 4 JH IPE 450 10 m 5355 Comp Connections included Mode module amp single beam Dimensions Li Imi Secondary beams f profle Cellular beam slab Type none T Include columns Calculate Mode i module single beam Dimensions L m im Seconda beams f profile Cellular beam Slab Type Precast slab gt Thickness 20 cr Calculate 24 Mode i module single beam Dimensions C Scheme 1 Scheme 2 Scheme 3 a 5 m Import beams Secondary beams In order to import beams click below on an appropriate beam symbol and select a proper file F LEE Click on a column symbol in order to define column data fa a ak f profile Cellular beam Slab HE 1204 HE 120 A Tone Ype Precast slab BH IPE 450 10 m 5355 Comp Thickness 20 cr qq JH Connections included Columns Profiles Eaa Steel grade coa E Floor height s o m Splices each level Fig 2 24 Beam calculator column input 2 2 4 INDUSTRIAL HALLS This module has limited range of application Its aim is to get a rough estimation of simple industrial hall solutions The range of input data has been selected
65. in order to cover common solutions FLAT ROOF Range of application column height 5 0 to 10 0 m vee frame span 10 0 to 24 0 m frame spacing 5 0 to 7 0 m steel grade S235 fire protection intumescent paint R30 R60 prices for roofing fa ade foundation ground floor finishing services arbitrary values secondary steel a fixed value of extra 35 of steel added to the frame weight Column height H min 5 max 10 5 m Frame span L min 10 mas 24 hoo o m Frame spacing 5 7 or 8 5 m x number of spacings 5 Total hall length Em m Steel grade 5235 gt Roofing 20 EUR m2 Facade 20 EUR m2 Foudation graund floor 50 EUR Ame Finishing 50 EUR m2 Services 50 EUR m2 Fire protection Poy sE Notes kis assumed that frame i pinned at foundations level and has rigid connections between beams and columns Fig 2 25 Flat roof input window range of application PITCHED ROOF Range of application column height 4 0 to 8 0 m frame span 8 0 to 30 0 m frame spacing 6 0 m steel grade S235 fire protection intumescent paint R30 R60 prices for roofing fa ade foundation ground floor finishing services arbitrary values secondary steel a fixed value of extra 35 of steel added to the frame weight 26 Column height H min 4 max 8 E m Frame span L min 8 max 30 30 m Frame spacing E E m s number of spacings 5
66. ing the volume by the unit price from the price list The weight of the reinforcement Wr 100 Ve kg Wk is multiplied by the steel unit price from the price list in order to obtain the total reinforcement price SI The surface of timbering is calculated using the following formula Ap 5A B jim Ap is multiplied by the timbering unit price in order to obtain the total timbering price The total price is the sum of the three calculated components 3 6 WIND BRACING Wind bracing can be taken into account Weight or price increase due to horizontal stabilization of structure is given by a nonlinear function dependent on the building height K bracing or X bracing 1s considered Those indicative values are derived from engineering practice and should be considered as rough estimation This option is not active for ACE Single Module The estimated wind bracing weight 1s presented in Summary Report output file 3 PRICE ESTIMATION ACE is specially designed to perform an extended price estimation of different floor systems The complete list of prices is implemented in the software This chapter provides general information about hyphothesis for price estimation which have been proposed in ACE The price list can be updated see details further in this Chapter 3 7 1 BEAMS AND COLUMNS Material price depends on Profile weight 2 ranges lt 100 kg m and gt 100 kg m Steel grade S235 S355 S460 Histar Manp
67. ing way Concrete slab the price is the sum of the concrete volume and reinforcement by default 1 0 of section area Steel deck the price is linearly dependent of the deck span price Precast slab price is a constant value corresponding to a precast slab of 5 0 cm Hollow core slab the price 1s extrapolated from several pre defined prices 3 7 3 CONNECTIONS The following connections are available beam beam beam column column column Each type has a different price which changes linearly as a function of beam weight and manpower 53 Fig 3 5 Types of connections A beam column weak axis beam under 100 kg m B beam column strong axis beam over 100 kg m C beam beam Types of connections available in ACE Single Module beam column a primary beam or secondary beam attached to a column Fig 3 5B for primary beams of 100 kg m or less Fig 3 5D for primary beams over 100 kg m beam beam a secondary beam attached directly to a primary beam Fig 3 5C column column typical connection to join different column profiles splices 3 7 4 ENGINEERING AND MANPOWER The prices of Engineering and Manpower are included in other price components material transport etc 3 5 PRICES UPDATE Prices may be updated using ArcelorMittal internet website Go to Price menu and click on Update prices via Internet in order to download the required price list for a given country see Fig 3
68. ion Columns No of levels 5 Splices every 2nd ley Facade if Include facade Price 250 EUR m Approx length 160 m Approx area 1200 ra This window describes vertical dimensions of a building Values to be defined free space available room height in a complete building all layers of the floor including finishing and services Note that the floor system beam slab is given automatically by ACE 61 Keep default values in this example Te Vertical input data profile Finishing Service Free space Cellular beam Finishing o Ima included in floor height Free space a7 m Service Slim floor Finishing Service Free space Finishing Floor system Service Free space Finishing Floor system and service Free space Finishing Floor system Service Free space Cancel Perform calculations by clicking Run button ACE will automatically initiate all necessary calculation procedures A temporary window shall appear to show the progress of calculations 62 File Prices Options Help O H pe New Geometry Horizontal Vertical ver 1 0 3 Position x 6 7 Y 0 1 Units m kN m2 Prices database file prices Last update 02 17 2008 Show legend Results Once the calculations are done the temporary window will disappear Click on Result icon to view results File Prices Options Help ollt E Geometry Horizontal
69. it bolts M16 60 Grade 8 8 eur unit bolts W20 60 Grade 6 6 eur urit bolts M22 60 Grade 8 8 eur unit Propping for slab euri m2 Propping for beam eur m Crane 40 ton eur day Crane 100 ton eur day Transport eur kg Overhead 7 Precast slab Sern eurrrie Concrete chape eur Reinforcement in precast slab eurkg Hollow core 12cm eur mz Hollow core 16cm eur mz NOTE Double click price to edit Open Save as Apply only in current session Fig 3 7 Price list explicit values ACE provides several levels of the price edition Open prices database this option allows to use other saved price lists Edit prices opens the price editor it allows to edit the current price list with the following consequences Save button changes values in the current price list Save as allows to create a new price list Apply allows to edit the price list but new values are valid only for the current session and then are deleted 56 Update prices via Internet this option is described above Prices are calculated by ACE provider using a special calculation tool Input price values are the following example for Benelux countries mh O o Wfewh mhe bolts M16 60 Grade 2 8 bolts M20 60 Grade 8 8 Material qy uit unit price Steel quality 235 Steel quality 5355 Steel quality S460 concrete precast slak concrete steel deck S
70. iven separately Refer to the Technical Notes to obtain the case code description Select Case No 1 to continue Note the results are given in the descending order starting from the most economic solution Te Results Detailed report creator Select case Select one of the below cases Mod Case code 1 ANS 3 4 Beam type Cellular beam steel grade 5355 non composite Slab No 2 Case code 1 ICS3 4 Beam type l profile steel grade 5355 composite Slab type steele No 3 Case code 1 ICS2 4 Beam type protile steel grade 5235 composite Slab type steele No 4 Case code 1 ICS4 4 Beam type l profile steel grade S460 composite Slab type steele Mo 5 Case code 1 4053 4 Beam type Cellular beam steel grade 5355 composite Slab type No 6 Case code 1 4054 Beam type Cellular beam steel grade 5460 composite Slab type No 7 Case code 1 ANS 4 95 Beam type Cellular beam steel grade S460 non composite Slab Nod Case code 1 ANP3 4 Beam type Cellular beam steel grade 5355 non composite Slab lt UIT Cancel Detailed report Go through details of the selected case You will receive detailed information about input data and final results including weight and price of all structural components Select Beam Export option to send any beam to one of the compatible software Arcelor Beams or Arcelor Cellular Beams 86 te ACE Results Detailed report Ei Eile Beam
71. lation steps in the database vary from 1 2 m to 2 0 m in beam length and 0 6 m in slab span The solver always chooses the closest solution on the safe side No interpolation is made If the solver does not find a solution which respects all restraints no solution is given Slabs are first checked Once slab is chosen and therefore its weight beams are analysed Other price components such as connections studs erection etc are chosen with respect to the chosen beams The content of the database steel pofile with geometrical data and resistance according to ULS and SLS checks shear studs propping slab types with geometrical data and resistance price components fire protection Data about propping are automatically written down from the database No precamberring for beams is assumed For each scheme ACE checks all possible solutions in order to find the most economic one The choice of beams configuration is limited Slab span limits are the following Schema 1 is checked for L within range of 2 4 6 0 10 8 m for steel decks precast slabs Schema 1 is checked for L within range of 2 4 16 2 m for hollow core slabs Schema 2 is checked for L within range of 4 8 12 0 20 0 m for steel decks precast slabs Schema 2 is checked for L within range of 4 8 20 0 m for hollow core slabs Schema 3 is checked for L within range of 7 2 20 0 m for steel decks and precast slabs Schema 3 is check
72. lding Activate Roof and define extra waterproofing price Activate Foundation and define required conditions Standard or Plate foundations will be applied automatically see Technical Notes Sand option provides average soil conditions for sand Activate Bracing not included in total price Therefore an estimation of wind bracing will not be analysed in this example Click on the Next button to proceed to the next window 82 E Vertical input data Ground floor W Include ground floor prices floor system steel structure EUR fm slab fire protection Colurnns No of levels 5 Splices every end ley Facade foundations W Include facade Price 250 EUR m F A We Include root Bracing type Extra waterproofing price KO EUR m a Bracing not included in total price Foundations Kors Bracing W Include foundation W Standard Soil type Sand Plate Next gt Cancel This window describes vertical dimensions of a building Values to be defined free space available room height in a completed building all layers of the floor including finishing and services Note that the floor system beam slab is given automatically by ACE Keep default values in this example 83 Vertical input data profile Finishing TSE ASS Finishing Floor systern Service Service Free space Free space
73. ms 2 2 3 BEAM CALCULATOR Beam Calculator uses data from the following sotfware ArcelorMittal Beams and Arcelor Cellular Beams Click on beams and import beams in the required format only files created by Arcelor Beams or Arcelor Cellular Beams Primary beams L4 can only be I profiles In that case only import from Arcelor Beams software is possible Secondary beams L gt can be both I profiles and cellular beams Figures 2 22 and 2 23 present a starting layout of Beam Calculator and a view of the defined module respectively If imported beams are composite the data concerning slab are also imported Otherwise the user needs to define his own slab or to make an analysis without slab The beam configuration scheme is imposed by the user Mode module to be active If an analyse of a single beam not a part of a module is required switch to Mode single beam If scheme 1 is chosen L4 shall be imposed by the user Beam calculator do not import columns but columns can be considered in calculations by activating include columns option Then a column is to be chosen from the list Fig 2 24 23 Scheme 1 Scheme 3 Import beams In order to import beams click below on an appropriate beam symbol and select a proper file Click on a column symbol in order to define column data a Connections included columns not included Scheme 1 amp Scheme 2 Scheme 3 Import beams In order to
74. n Select Case No 6 to continue Note the results are given in the descending order starting from the most economic solution Te Results Detailed report creator Select case Select one of the below cases Mo Case code Mo 2 Case code Mo 3 Caze code Mo 4 Case code Mo 5 Case code T ACPAX 1 ACP3X 1 ANPAX 1 ANP3Y D ANP3 Ho 6 Case code Mo 7 Case code Mo 8 Case code 4 Cancel Detailed report 2 ACPA Beam type Cellular beam Beam type Cellular beam Beam type Cellular beam Beam type Cellular beam Beam type Cellular beam Beam type Cellular beam Beam tyoe Cellular beam hy steel grade S460 composite Slab type steel grade 5355 composite Slab type steel grade S460 non composite Slab steel grade 5355 non composite Slab steel grade 5355 non composite Slab steel grade 5355 composite Slab typ fe le steel grade S460 composite Slab type 24ICP aes Beam type protile steel grade 5355 composite Slab type preca Go through details of the selected case You will receive detailed information about input data and final results including weight and price of all structural components Select Beam Export option to send any beam to one of the compatible software Arcelor Beams or Arcelor Cellular Beams 73 ce ACE Results Detailed report Eile Beam Export Beams steel grade 355 Beams type l pro
75. nd weight estimator for module of floor sistems based on protiles Kulti Module Quick price and weight estimator for floor systeme based on l profiles Beam calculator Price calculator of floor sustems based on already designed solutions Definition of input data Define the type of analysis click on module to choose an analysis of a single module beams included between four columns Choose scheme 2 the module with one internal secondary beam Now it is possible to import beams Click on one secondary beam all secondary beams are assumed equal for one analysis and on one primary beam both primary beams are assumed equal for one analysis Import beam option will open ACE will recognize two file extensions related to Arcelor Beams and Arcelor Cellular Beams software Note that primary beams can only be I profiles therefore only imported from Arcelor Beams software 105 TE Beam calculator Mode f module f single beam Dimensions f Scheme 1 fe Scheme 2 f Scheme 3 Pie r Import beams Secondary beams In order to import beams click below on an appropriate beam symbol and select a proper file p TELE Click on a calumn symbol in order to define column data mee hk ie Cellular be slab Type KH J Include columns Eutsi Connections ine iud eny columns nog inciudeg Download previously designed beams clb extension from Arcelor Cellular Beams so
76. nding on the case to the company of the ARCELOR Group who is owner of these rights Mo warranty is granted to the user The user undertakes to hold SACELOR SECTIONS COMMERCIAL 5 4 free and harmless from any claim and any direct andor consequential damages in particular those resulting from an incorrect or Inappropriate use or a Use made for an Inadequate or inappropriate Purpose BY PRESSING THE BUTTON REFERRED TO BELOW AS ACCEPT THE USER EXPRESSLY DECLARES THAT HE HAS CAREFULLY READ THE ABOVE TEST AND THAT HE THEREBY ACCEPTS ALL LEGAL CONSEQUENCES AND OBLIGATIONS RESULTING FOR HIM THEREFORE Accept Quit The main window will appear Run the software see the button below to view input data and results P ARCELOR Beams mfa x File Edit Options IPE 450 355 450 mm HA 12000 mm 12000 mm 2008 04 04 15 55 Units kN mm Filename C Documents and Settings Maciej Pulpit test 2 pmx The output data are listed as shown below All Maximum criterion values should be lower than 1 for any ULS and SLS criteria Optimal design gives values close to 1 Use Arcelor Beams to optimize results if necessary out of scope of this example 76 T iis C Documents and Settings Maciej Pulpit test 2 pmx 3 4 5 Ioj x File alal l E E a a T jE RESULTS Moment resistance Me Rd 604 14kN m Class 1 Plastic shear force resistance VpL Rd 1042 12 KN m 1 20 No
77. necessary Vertical input data profile Finishing Service Free space Cellular beam Finishing 06 m included in floor height 27 m Service Free space Slim flor Finishing Service Free space calculation procedures Finishing Floor system Service Free space Finishing Floor system and service Free space Finishing Floor system Service Free space Cancel A temporary window shall appear to show the progress of calculations File Prices Options Help m a T Geometry Horizontal Vertical ver 1 0 3 Position x 6 7 Y 0 1 Units m kN m2 Prices database file prices Last update 02 17 2008 Show legend 71 Results Once the calculations are done the temporary window will disappear Click on Result icon to view results File Prices Options Help O H New gt Geometry Horizontal vertical Run ver 1 0 3 Position x 5 3 Y 6 0 Units m kN m2 Prices database file prices Last update 02 17 2008 Show legend Summary report Review a summary of results including all input data and basic output results Click on Detailed Report to view more detailed information f ACE Results EB A val ACE version 1 0 3 Filename noname ace Date 2008 06 12 SUMMARY OF INPUT DATA I2 Detailed report creator Each calculated case is given separately Refer to the Technical Notes to obtain the case code descriptio
78. non structural items 2 2 2 MULTI MODULE Two approaches are possible data from an existing project can be edited and recalculated or a new project can be defined Existing project in the main menu click File tab then Open and select the appropriate file Note that for the use of prices if the user wants to work with the same price list used in the first project the list which was related to that project has to be selected If no price list is selected ACE software will proceed to the calculation with a price list by default New project click on Geometry icon mey and enter dimensions of the structure HH Define main geometry Ssomety For a new project if an entire building is analyzed the user has to enter geometry module by module and in two directions define coordinates for X Grid and Y Grid Define columns Column Column All Column Del For a new building multi module the user has to define the columns of the structure Click on Columns Add icon cm a in order to define columns zone by zone or Columns All icon m 4 in order to define columns in the entire geometry HE EH Note if the geometry is not defined the tabs column ac or Coumn 4ll are not active Click on Column Del icon cum 8 in order to delete one or several columns in the case of a non rectangular building Create modules The definition of the beams and the floor system is ve
79. nt effort axial Ouy n 3 Interaction moment effort tranchant Ouy n 1 Interaction moment effort axial effort tranchant Ouv n 3 R sistance au cisaillement horizontal R sistance au flambement des montants R sistance de la section au droit des montants R sistance au voilement par cisaillement Valeur calcul e de la gorge des cordons de soudure TN max 0 672 Tvmax 0 539 Trimax 0 706 Tnvimax 0 672 TMN max 0 877 Timax 0 706 TMNvimax 0 877 Dih max 0 572 Th max 0 706 TR max 0 551 T ba max 0 252 amin 1 7 mm lt 1 Satisfaisant lt 1 Satisfaisant lt 1 Satisfaisant lt 1 Satisfaisant lt 1 Satisfaisant lt 1 Satisfaisant lt 1 Satisfaisant lt 1 Satisfaisant lt 1 Satisfaisant lt 1 Satisfaisant lt 1 Satisfaisant Attention il convient de retenir la valeur minimale de 3 mm pour la gorge des cordons de soudure EC3 LA RESISTANCE DE LA POUTRE EST VERIFIEE POUR TOUS LES CRITERES Calcul des fl ches aux Etats Limites de Service mi 2 Eksplorator 3 MicrosoftO 4 bez tytutu Paint KS ACB Calcul de 5 5 EXAMPLE 5 BEAM CALCULATOR WITH MODULE MODE Click on New button to select a new task ver 1 0 3 Units m kN m2 Prices database file prices Last update 02 17 2008 Show legend 104 Select Beam calculator mode click on the drawing not on the text te ACE New Task Single Module Quick price a
80. number of spacings 5 Total hall length 30 m Steel grade 5235 Roofing 20 EUR m2 Facade 20 EUR m2 Foudation ground floor o EUR m2 Finishing 50 EUR m2 Services o EUR m2 Fire protection Paint R30 wind load 10 9 kN m2 vy Snow load 0 5 kN m2 Notes Itis assumed that frame is pinned at foundations level and has rigid connections between beams and columns Roof slope 5 Fig 1 3 Pitched roof input window range of application 1 2 INSTALLATION PROCEDURE The software runs in Windows environment As ACE is of a small size it does not require any particular space disk ACE is provided on the CD ROM pendrive or can be downloaded from ArcelorMittal website In order to install the software run SETUP and follow instructions This procedure creates a default directory C Program Files ACE in which all files are installed If another directory shall be defined by the user it is necessary to write down the exact path Menu File Path in ACE The software may be executed under any name specified by a user default ACE Some data files can be read however it requires an extended knowledge of its format These are the price list and profile database The Technical Notes are given in the explicit PDF format All files are stored in the subdirectories of C Program Files ACE The full setup version as well as the simplified one without intervention in dll files are provided 2 INTERFA
81. o E a m Import beams Secondary beams In order to import beams click below on an appropriate beam symbol and select a proper file HEIDE Click on a column symbol in order to define column data mate i E Slab Type HAAL Include columns Satis Conmpectans inciud dy columns not ine lad ed 111 Download the previously designed beam pmx extension from Arcelor Beams software Import beam Szukaj w B Beam Moje biezace dokumenty a Pulpit Moje dokumenty May Komputer Nazwa pliku 1 Moje miejsca Pliki typu PRs input file pr Anuluj SIECIOWE Otw rz tylko do odczytu Once the I beam is imported a short description will appear at the screen type length steel grade Te Beam calculator Scheme Mode FB eee A Se N f module Salg f single beam H H el a D a A i E T Dimensions Scheme fF Scheme i heme 2 a m Import beams Secondary beams In order to import beams click below on an appriopriate beam symbol and select a proper file p EE Click on a column symbol in order to define column data Ga Slab Type Precast slab ka 8 SH IPE 600 6 m 5235 Comp Thickness cm 4 JH M Irelude columns EA Connections inciudedy columns pot included LIZ Define supplementary data put a 5 0 m This is a distance between two adjacent beams T Beam calculator Scheme OH H H 4 S
82. of facade price Only the price of fa ade needs to be defined Floor area and fa ade length are automatically calculated by ACE In order to pre design columns the following data must be defined floor height including values for free space net office height services and finishing to be defined in Floor height input data number of levels in a building Splices are imposed every level every second level or every third level Three types of soil are offered to pre design foundations sand 0 50 MPa gravel 0 60 MPa Clay 0 35 MPa The price of foundations is referred to m2 of single floor and is given in the output file a Vertical input data Columns No of floors 5 AE excluding ground floor floor system Splices every end ley floor 2 steel structure alab fire protection Facade 250 EUR m7 z 3 foundations Appros length m MMA MT M i MT M i a a iaie i a ia ppros area m7 F m prices mame as prices T0 EUR Bracing type Roof A i T Bracing not included in total Me Include root price Estra waterproofing price 50 EUR m f K ore Bracing Foundations ke Include foundation W Standard N bd Goil type Sand D Plate Fig 2 19 Definition of vertical data foundations fa ades columns and bracing 21 The user has to define parameters necessary to estimate floor height finishing of floor system default value of 6 0 cm for
83. or Roof can be included in the total price estimation available only Multi Module see Fig 3 3 Include roof enables activation of this price component By default the roof price is equal to 60 of the calculated floor system This value is increased by a waterproofing price By default the roof is made on steel frame which represents 60 of steel weight of the floor system This weight is added to the total steel weight of building 3 5 FOUNDATIONS Include foundation activates the procedure to estimate a foundation impact in price analysis see Fig 3 3 Three types of soil have been assumed with the resistance given in Table 3 1 Table 3 1 Soil parameters Soil resistance q MPa 50 Gravel 0 6 Loads are assumed as axial and they are equal to the value in the lowest column The shape of the foundation is assumed as below 0 25 A A 0 25 A Fig 3 4 Shape of standard foundations The value of A is calculated from the following formula A _ q where A the principal length of the foundation see Fig 3 4 m N axial load MN q soil resistance see Table 3 1 MPa The height B is taken from B 0 35 A where B the height of the foundation see Fig 3 4 m The volume of the foundation is given by Vo A B 0 25A B m The total concrete price is obtained by multiply
84. ower Shear studs beams only depends on Stud type welded in shop Number of studs Manpower Slab type For IFB SFB or ACB systems an extra price per meter 1s added The price of propping is a function of span and slab type 52 Beams may be propped precambered or designed without any of these two options ACE defines itself whether a beam should be propped then it selects propping or precambering when necessary The choice between propping and precambering is based on the price of the solution and on the limit of precambering max 150 mm The user can check whether a beam is assumed propped precambered in the output details The erection price is a function of beam and column weight kg The transport price is a function of beam or column weight kg The price of a corrosion protection is calculated as a function of the are of steel profile Primer and finishing are 2 layers of protection considered in ACE Prices m2 are given in the price list The overheads are the steel s contractor s overheads and are expressed by a percentage of the cost of the fabricated steelwork The fire protection price depends on steel profile shape and on protection type It is given in the separate database 3 7 2 CONCRETE SLAB The concrete class is taken automatically as it is associated with the steel grade C 30 37 S235 C30 37 S355 C40 45 S460 Slab price is estimated in the follow
85. p p c L 300 5 Z Geis comp C Gnax coma S the ultimate load in final stage SLS camp q m s comp Profile without Propping without Precambering Note p is the pernament load q is the variable load Pa iS the slab weight Q is the imposed load in construction stage 0 75 kKN m Note maximum of the two profiles means a heavier profile 1s adopted the choice between precambering and propping is based on prices of both solutions Prices are checked automatically by ACE and may be modified b user Fig 3 1 Composite beam design procedure adopted in ACE 41 3 2 COLUMNS The structure may have up to 20 storeys this is defined with the sub option No of levels The height of a storey only a constant value through all storeys is then defined by introducing values in Floor Height window By default in ACE Single Module splices are applied every second level However in ACE Multi Module it can be defined every level every second lever or every third level The same steel grades for beams and columns are imposed The safety factors ym 1 1 is provided for steel in column design Columns are automatically loaded at each level by the permanent and variable loads applied to the floor surface Simple load combinations and EN 1993 1 2 formulas for elements in compression with reduction due to buckling are then used Floor system height is defined in Fig 3 2 ACE SINGLE H
86. rage prices per square meter for facade roofing foundation ground floor finishing and Services SINGLE MODULE ACE Single Module deals with one single module of a floor system First a geometry of a module shall be defined The user defines the length of primary beams L4 and secondary beams L gt Fig 2 3 Possible configurations scheme 1 scheme 2 and scheme 3 are automatically chosen by ACE The choice 1s limited Slab span limits are the following Schema 1 is checked for L within range of 2 4 6 0 10 8 m for steel decks precast slabs Schema 1 is checked for L within range of 2 4 16 2 m for hollow core slabs Schema 2 is checked for L4 within range of 4 8 12 0 20 0 m for steel decks precast slabs Schema 2 is checked for L4 within range of 4 8 20 0 m for hollow core slabs Schema 3 is checked for L within range of 7 2 20 0 m for steel decks and precast slabs Schema 3 is checked for L4 within range of 7 2 20 0 m for hollow core slabs where L4 is the length of a primary beam Possible configurations Scheme 1 Scheme 2 Dimensions l E rr l 10 mn Ok Cancel Fig 2 3 Geometry definition possible beams configurations ACE imposes limits on beam module dimensions upper limit 20 0 m x 20 0 m 40 0 m x 20 0 m for cellular beams lower limit is 3 6 m x 2 4 m The maximal lengths of secondary beams L are the following slim floor L max 12 0 m I profiles
87. read in the abovementioned tools Choose Export beam option and choose one beam to be exported Note ACE will automatically proceed to the suitable software ArcelorMittal Beams for I profiles Arcelor Cellular Beams for cellular beams Figures 2 34 and 2 35 present the export mode window for Single Module and Multi Module respectively 37 a a flare iif Export Cancel Fig 2 35 Export beam option Multi Module Once a report about successful export appears Fig 2 36 the user has two options going back to ACE to perform another analysis running external software ArcelorMittal Beams or Arcelor Cellular Beams in order to perform a final design with the exported beam 38 Fig 2 36 Report on successful export Be aware new versions of the used software may be released If any problem of compatibility appears ask the software providers for support 2 7 SAVING DATA ACE may be terminated using Exit button in the Main Toolbar using Exit option from File Menu or simply using standard Windows options Each task may be saved using Save option from File in the input windows or in the output window The format created and then recognized by ACE is ace In order to re analyze a task standard Open option is provided The user is always asked to save data if the session is being quit without saving Exit or New option 3 CALCULATION MET
88. ry specific as no tab is available in the tool bars of the menu However this operation is obligatory in order to be able to continue in the ACE session The way to define beams is the following Click the right mouse inside the drawing blank area on the ACE screen a new set of functions appears on the screen Create module Delete module Create all module Delete all module Beam orientation P Select scheme P The beams and floor system for the whole building can be created in one step by using the Create all modules function 13 In the case of a non rectangular building the functions Create module and Delete module allow the variations in the building geometry to be defined Define orientation and configuration scheme of floor system At this stage the floor system 1s defined with all possibilities of secondary beam orientation X or Y orientation for all modules and scheme of floor system for all modules Three types of scheme are possible tek Fig 2 10 Possible beams and columns arrangements schemes m Ht H BR OBB T I gt Geometry Column Add Column All Column Del Horizontal Vertical Fig 2 11 Floor system definition Legend X Automatic scheme selection for E s direction O Y direction E ky direction Click right mouse button to detineedit modules Fig 2 12 Legend to describe beams orientation 14 The legend Fig 2 12 des
89. s to define only single beam module so fa ade price is based on approximate values of floor area and facade length given by the user Approximate floor area defines the area of an analyzed floor Approximate facade length defines the total fa ade length Facade price defines fa ade cost per square meter of the facade Note that the output file provides fa ade price recalculated per square meter of the floor system In order to pre design columns the following data must be defined floor height including values for free space net office height services and finishing to be defined in Floor height input data number of levels in a building Splices are imposed every every second level 10 Vertical input data floor system steel structure alab fire protection ee Phen SSS a a aS a Ground floor T Include ground floor prices same as upper floor prices EUR m T Include roof EUR 7m7 Estra waterproofing price Foundations Include foundation L Standard Plate Soll type Columns EA excluding ground Floor even 2nd ley Mo of floors Splices Facade IY Include facade 250 EUR m i z0 m je m3 Price Approx length Approx area Bracing type c Bracing not included in total price K o s Bracing N X Fig 2 7 Definition of vertical data columns and fa ades The user has to define parameters necessary to
90. scecseaccusccevecevcaes 0 5 9 EXAMPLE 9 PRICE ESTIMATION DETAILED CASE NO l oasnsessessssessessrsessrsssseseesessrseescsseseosessescoseseeseeseeso 0 5 10 EXAMPLE 10 PRICE ESTIMATION DETAILED CASE NO 2 0 cece cccecesccseccscccsccscccsccsccescesscescesscescesscessessees 0 1 1 1 INTRODUCTION SCOPE The software ACE provides a quick price and weight estimation for floor systems based on I profiles as well as for simple industrial halls geometries It also serves as a price calculator of already designed solutions ACE is not a finite element calculation software and the results are based on the implemented databases ACE provides 4 operating modes Single Module quick price and weight estimation for one module of a floor system based on I profiles Multi Module quick price and weight estimation for the whole floor based on I profiles Beam Calculator price calculator of floor systems based on already designed solutions import of beams and slabs Industrial halls quick price and weight estimation for simple geometries of industrial halls with flat or pitched roof In Single Multi module modes two different approaches are proposed for beams and columns beams weight is estimated according to the database created using available engineering software 4 5 6 and columns are calculated using simplified rules according to EN 1993 1 2 Range of application is the following structure limited to 20 store
91. seconoary weam gt H primary beam ec H seconoary Geam lt H primary keam SSEONOGrY Kean SCEENGORY edn 7 i i Services S l Services n Shoe space Pico Sia ce Floor system height consider always secondary beams 42 ACE MULTI secondary Geam z secondary beam ONCOS T ba 1 mae ee eal Note In Multi Module the free space is determined by the highest steel profile representing secondary beam Fig 3 2 Definition of the floor system height ACE Single Module and ACE Multi Module Column design simplified EN 1993 1 2 formulas with assumption of axial loading are used Details of the calculation procedure Load area single beam unit A x B Loads n floors G2xA Q2 x A X An Gj permanent loads Gi includes slab weight Qj variable loads On reduction coefficient for variable load according to EN 1991 1 1 Part 2 1 formula 6 2 2 n 2 y n n Load combination NSqd 1 35 Gj column weight 1 5 Qj Splices ACE Single Module every second level 43 ACE Multi Module every level every second level or every third level Member resistance Assumptions buckling l
92. st update 02 17 2008 Show legend Select Single Module mode click on the drawing not on the text H ACE New Task single Module Quick price and weight estimator for module of floor systems based on protiles Multi Module Quick price and weight estimator for floor ystems based on l profiles Beam calculator Price calculator of floor slsteme based on already designed solutions 59 The new window will open It enables to define a basic geometry of modules Put L 5 0 m primary beam length and L 10 0 m secondary beam length Note the scheme type is automatically selected by ACE E Geomet ry Possible configurations Scheme 1 Scheme 2 Dimensions 5 m L s id ri Ok Cancel Go to the next Horizontal icon It is dedicated to loads beam types steel grades concrete classes and fire protection definition Define loads select User s load type This is an arbitrary load to be specified by the user Note that other load types are predefined Put p 5 0 kN m2 and q 5 0 kN m2 Secondary beams select all profiles for non composite and composite I profiles Select precast slab as a unique slab type for all calculations Steel grade and concrete class select steel grade S355 This steel grade is associated with the concrete class of C30 37 Activate fire protection do not select This example does not deal with fire protection problems Select
93. stinguished IPE HEA HEB and HEM Fig 2 18 and results can be obtained for any set of these groups Cellular beams act exclusively as secondary beams Primary beams are always non composite If solutions based on steel deck are considered one common steel deck is taken for all cases Slimfloors are always used as scheme 1 Solution with a hollow core slab covered by 5 cm concrete layer is adopted 19 Table 2 2 Possible beam slab combinations Non composite Composite I profiles Steel deck Precast slab Hollow core slab Steel deck Precast slab Cellular beam Steel deck Precast slab Hollow core slab Steel deck Precast slab pect Hollow core slab IFB SFB Prel Horizontal input data Parameters of beams and slab Loads Type of building User s hal Pemmanent p 4 kM rn g kNm 2 Slab weight is added automatically Yarable Primary beams Profiles profile non composite Slim floor hollow core slab lw IFE Iw SFB Parameters of beams and slab Loads Type of building User s x Fermanent p 4 kN rr q KN rr 2 Slab weight i added automatically Varable Primary beams profile non composite Slim Floor hollow core slab mw HEM W IFE Select all cases Ok Cancel IT wi Fire protection W Beams Type Spray A 120 ke Columns Type Paint R 60 Steel grade and concrete
94. sults are given in the descending order starting from the most economic solution tE Results Detailed report creator Select case Select one of the below cases No 4 Case code 1 4NP 4 7 Beam type Cellular beam steel grade S460 non composite Slab No 5 Case code 1 ICP 3 1 Beam type l profile steel grade 5355 composite Slab type preca No 6 Case code 1 ICP4 1 Beam type l profile steel grade S460 composite Slab type preca No 7 Case code 2 ICPS Beam type profile steel grade 5355 composite Slab type preca No 8 Case code 2 4NP3 Beam type Cellular beam steel grade 5355 non composite Slab No 9 Case code 2 ICP2 4 Beam type protile steel grade 5235 composite Slab type preca No 10 Case code 1 ICP2 7 Beam type protile steel grade 5235 composite Slab type prec No 11 Case code 2ICP4 lt Beam type protile steel grade 5460 composite Slab type prec Detailed report Go through details of the selected case You will receive detailed information about input data and final results including weight and price of all structural components Select Beam Export option to send any beam to one of the compatible software Arcelor Beams or Arcelor Cellular Beams 100 te ACE Results Detailed report File Beam Export Beams steel grade 355 Beams type l profile Composite Mo Slab slab type precast slab Concrete class Concrete class C3037
95. systems These are usually available in a wide range of colours and finishing Depending on the thickness and type of paint the surface may appear textured Design Intumescent paints expand or intumesce on heating to form an insulating foam like char This insulates the section thereby ensuring that the member will support its design load for the required fire resistance period The necessary thickness of protection is dependent on the section factor the required fire resistance and the critical temperature SPRAYED MATERIAL Typical applications Normally used on hidden members such as floor beams above a false ceiling and on members with complex connection details such as trusses and lattice girders Benefits Relatively low cost system Rapid application Can easily cover complex details Limitations Appearance may be inadequate for visible members May require masking or shielding to limit over spray Unlike preformed types of protection the applied thickness needs to be monitored Many systems are not suitable for use either externally or in areas of high humidity Achievable finish Sprayed surfaces are usually hidden from view due to the undulating nature of the finished surface The surface may be improved by manual finishing Colorants may be added to the spray giving an eye catching finished product Design The spray protection insulates the section thereby ensuring that the critical temperature
96. teel decking Reinforcement in slab Reinforcement in precast slab concrete chape precast slab Som Hallow core 12 Hallow core 16 Hollow core 20 Hallow core 27 Hollow core 32 Hollow core 40 Oooo ee Y T O transport shop to site _ aqy umt umitprice price Ooh loadingfunloading cranema hr cane 0425 day 800 75 00 transpor Atuk 1000 day 24789 247 89 truckload aow Propping aty unit unit price price slab beam O ee a l Concrete aty unit unit_price price concrete reinforcement timbering mz a Price Overhead aty unit unit price Overhead 57 REFERENCES EN 1991 1 Basis of Design and Actions on Structures Partl Basis of Design European Committee for Standardisation EN 1993 1 1 Design of steel structures Part 1 1 General rules and rules for buildings European Committee for Standardisation EN 1994 1 1 Design of composite steel and concrete structures Part 1 1 General rules and rules for buildings European Committee for Standardisation Arcelor Beams v 1 02 User s Manual Arcelor Cellular Beams v 2 20 User s Manual IFBWIN v 5 20 User s Manual Technical Note Fire Resistance of Steel Structure ECCS No 89 58 9 PRACTICAL EXAMPLES 5 1 Click on New button to select a new task 2 ACE i Price Options Help New ver 1 0 3 EXAMPLE 1 SINGLE MODULE m kN m2 Prices database file prices La
97. ule Delete module Delete module Create all modules Create all modules Delete all modules Delete all modules CCC A Ao Beam orientation F Beam orientation 1 a direction E Select scheme Pees automatically ms y automatically i 3 direction ist scheme HEE 2nd scheme 2nd scheme 3rd scheme ard scheme Click on Create all modules The modules previously characterized will be applied and shown with predefined colours and patterns see Legend at the figure below DER Fie Prices Options Help HEO E E Geometry Column Column All Column Del Horizontal Vertical Automatic scheme selection for E x direction O Y direction B x gY direction Click right mouse button to define edit modules Create module Delete module Delete all modules Beam orientation TT ee ver 1 0 3 Position x 15 4Y 146 Units m kN m2 Prices database file prices Last update 02 17 2008 Hide legend Go to the next Horizontal icon It is dedicated to definition of loads beam types steel grades concrete classes and fire protection Define loads select Office2 load type This load simulates common loads in offices The values of p 3 0 kN m and q 3 0 kN m will be adopted Secondary beams select all profiles for non composite and composite I
98. undations etc are not active they are only available for full multi module analysis Columns define 5 levels and splices at every second level Facade put the price of 250 EUR m and define an approximate length 160 m and area 1200 m2 of the building As ACE Single Module deals with one single module approximate dimensions of the building shall be given by the user as they cannot be deducted from other input data Click on the Next button to proceed to the next window 69 Te Vertical input data Ground foar P Include ground floor f prices same prices floor system steel structure EUR Am slab fire protection Columns No of levels 5 Splices even end ley Facade iM Include facade Price 250 EUR m Approx length 160 mn 2 Boot Approx area 1200 m Include root l fe th Bracing type Extra waterproofing price EUR m y Bracing not included in total price Foundations C Kore Bracing P Include foundation Standard Sail type of Plate Cancel This window describes vertical dimensions of a building Values to be defined free space available room height in a completed building all layers of the floor including finishing and services Note that the floor system beam slab is given automatically by ACE Keep default values in this example 70 Ge Perform calculations by clicking Run button ACE will automatically initiate all
99. user The user undertakes to hold AACELOR SECTIONS COMMERCIAL 5 4 free and harmless from any claim and any direct andor consequential damages in particular those resulting from an incorrect or inappropriate use or a use made for an Inadequate or inappropriate purpose EY PRESSING THE BUTTON REFERRED TO BELOW 45 ACCEPT THE USER EXPRESSLY DECLARES THAT HE HAS CAREFULLY READ THE ABOVE TEST AND THAT HE THEREBY ACCEPTS ALL LEGAL CONSEQUENCES AND OBLIGATIONS RESULTING FOR HIM THEREFORE The main window will appear Run the software see the button below to view input data and results P ARCELOR Beams mfe x File Edit Options IPE 450 355 450 mm ne 12000 mm 12000 mm 2008 04 04 15 55 Units kN mm Filename C Documents and Settings Maciej Pulpit test 2 pms The output data are listed as shown below All Maximum criterion values should be lower than 1 for any ULS and SLS criteria Optimal design gives values close to 1 Use Arcelor Beams to optimize results if necessary out of scope of this example 89 T iis C Documents and Settings Maciej Pulpit test 2 pmx 3 4 iol x File 44 44 D gt ppl 3 re a RESULTS Moment resistance Me Rd 604 14 kN m Class 1 Plastic shear force resistance Vpl Rd 1042 12 KN m 1 20 No risk of shear buckling hy ty 728l ULS combination Load arrangement n 1 Support reactions Ry1 191 61 kN Ryv2 191 63 kN Megmax 475 79 k
100. user proceeds to the summary report An extract of the data is shown in Fig 2 31 The following results are given beams profiles names steel weight and price connections may be included columns profile name steel weight and price slabs weight and price whole structure results in kg kg m m2 34 Storey 5 6 3 x HE 120 A Columns F1 F5 Storey 1 2 2 x HE 120 A Storey 3 4 5 6 2x HE 100 A Slab Slab type precast slab Concrete class Concrete class C30 37 Slab reinforcement 0 6 Storey height ffl to ff 3 43 m Fire resistance beams R60 intumescent paint columns R120 sprayed material Facade Facade usable floor area per m 358 68 EUR m A B Fig 2 31 Detailed report Beam Calculator 35 ACE version 1 5 14 SUMMARY OF INPUT DATA Geometry of module L 6m L 10m where L is the length of secondary beams a TT 2 Floor systems profile steel grade 5355 The secondary beams are composite The primary beams are non composite Slab type precast slab RESULTS BEAMS Beams Steel weight Steel weight Price Price E ae kam EUR EUR m Fig 2 32 Beam Calculator summary report INDUSTRIAL HALLS The output file contains the summary of input data profiles adopted weight of structure and price breakdown Fig 2 33 shows the layout of he output data The output file can be stored through File Save option 36
101. using following equations varying according fire protection resistance R30 R60 or R120 the sections HEA HEB HEM missssssssssssssssssssssssssssssssesssssssssfsssssesssseeeeeseeseeneen sesssssssssssessssssssssssssssesesssssssessreeen sesessesssseesessesessesessesessesset reer neneennseeeneseenesseneesy _xhxmatP 055 xmatP 028 xhxmh 2035 xmh _xhxmatP 0 58 xmatP 0 26 xhxmh 035 xmh x hx matP xhxmatP O71 xmatp O18 xhxmh O71 xmh xhxmatP 0 71 xmatP xhxmh O71 xmh ixhxmatP 0 49 xmatP 0 23 xhxmh 029 xmh i x hx matP matP 0 23 xhxmh 48 ME prices are calculated using following equations varying according fire protection resistance R30 R60 or R120 the iore HE HEB HEM and HO HEB HEt l HEA HEB HEt l HEA HEB HEM 3 4 FACADES ROOF AND GROUND FLOOR ACE provides an estimation of fa ade price As Single Module defines only one single beam module fa ade price is based on approximate floor area and facade length given by the user In return Multi Module provide a real facade length therefore prices are more realistic Fa ade Price defines a fa ade cost per square meter of the fa ade This is activated by Include fa ade option Note that in the output file the facade price 1s recalculated per square meter of the floor system 49 ie Vertical input data E floor system steel structure slab fire
102. y designed solutions import of beams and slabs Industrial halls quick price and weight estimation for simple geometries of industrial halls with flat or pitched roof ard ACE New Task single Module Quick price and weight estimator for module of floor slstems based on protiles KMulti Module Quick price and weight estimator for floor syshems based on profiles Beam calculator Price calculator of floor systeme based on already designed solutions Industrial halls Price estimator for simple Industrial Halls Open file _ Fig 2 2 New Task window choice of a session mode 2 2 INPUT DATA This Chapter provides detailed information concerning input data definition related to Single Module Multi Module Beam Calculator and Industrial halls respectively The following input data are to be defined in Single Module and Multi Module unit dimensions beam type slab type steel grade for beams and columns fire protection number of storeys foundations facade The input file for Beam Calculator is directly imported from the external software ArcelorMittal Beams compatible with version 2 10 or Arcelor Cellular Beams compatible with version 2 40b The following input data are to be defined for industrial halls 2 2 1 column height frame span and spacing total building length steel grade fire protection wind and snow load for pitched roof halls ave
103. ys maximum dimensions of beam modules 20 x 20 m 40 x 20 m for cellular beams maximum distance between secondary beams 6 0 m for steel decks 10 8 m for precast slab and 16 2 m for hollow core slab minimum dimensions of beam modules 3 6 x 2 4 m minimum distance between secondary beams 2 4 m usual steel grades according to EN 10025 S235 S355 and S460 Histar arbitrary permanent and variable loads simplified method for column design class 4 cross sections excluded Fig 1 1 Scheme of a single beam module For industrial halls simplified approaches are proposed for a given range of application shown in Figs 1 2 and 1 3 Column height H min 5 max 10 5 m Frame span L min 10 max 24 f 0 m Frame spacing 5 7 or 8 5 m x number of spacings 5 Total hall length Steel grade 523 Roofing 20 EUR m2 Facade 20 EUR m2 Foudation ground floor 50 EUR m2 Finishing 50 EUR m2 Services 50 EUR m2 Fire protection Senra Notes Itis assumed that frame is pinned at foundations level and has rigid connections between beams and columns Fig 1 2 Flat roof input window range of application Column height H min 4 max 8 E m Frame span L min 8 max 30 30 m Frame spacing 6 E m x

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