Moysinie Ver. 2.0.3
Contents
1. The zones introducing can be executed in any time the new zone can be added in the project by drawing or importing from AutoCAD 3 The zones drawing The drawing of the zone is very simple and intuitive To draw the new zone press the button Draw Next Zone The new window will appear to introduce the number of the Same zones 1 by default and the zone s name Zone i mien fusce by default MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 info moysinie com The lines zone s limits are orthogonal by default Pressing the functional key F8 the introducing is being changed from orthogonal to non orthogonal and vice verse During the zone drawing when the mouse is being moving the co ordinates in meters are being changing as integer numbers However the number with decimals can be modified manually first press the TAB key until the co ordinate is selected marked in blue then introduce the new value mS xj POSEE When the co ordinate is correct the line will be drawn by pressing the ENTER key or the Left Mouse button To undo the line drawing press the Right Mouse button The zone drawing must be finished by CLOSING the polygon zone s border The last line that connects the last and the first point should be drawn b ressing simultaneously SHIFT key and Left Mouse button So when the last point of the polygon zone is drawn2. 7 n Total Bar Length 0 d 5m m 3 New Uptinrestian i m m p 4 Change Mesh Limits l The mesh can be modified and saved as any other mesh Also it can be saved as a beam and placed in the corresponding zone by pressing the Save the Mesh amp Place the Beam button placing the beam is equal as an additional bar placing the moving and rotating to the final position The lines of the bending are the black ones in this case 5 of them and the distances are given on the right side of the drawing in this case 120 289 a New Beam Design To introduce a new beam click the Add Beam button see the fig Beams Layout The window will be opened Sl Project Building A 33 BEAM DEFINITION E B iml xl Enter Beam Name Cross Section S rrups Different Diameter n me Bending Dimensions Diameter Rect v cape Stirrup Length r Measures C Concrete Drawing Scale Pull om Base View the Drawing Position Stirrup j Height Hook Eg 135 Hook angle Long Bars Change a stirrup s side Stinup s Segments Preview B Segment Length ee Cave B Dusk From Gist From Bar Diameter Prev Bar Bending Pelete Bar St rrups Distribution Beam Length i Scale e Position Beam Weight Stirrup Diameter to Add kd I i Delete the View the Mesh MeshBeam After entering beam name the working stirrup diameter should be introduced Automatically th
3. I Now AutoCAD will ask to select the zone the message Select objects will appear A Layout j Enter new value for LOGFILEMODE z 1 Command list Select objects 305 1768 198 4289 0 0000 SNAP GRID ORTHO Important the command LIST must be entered before the selection of every zone To be precise only one and entire zone is selected after the message Select objects When all the lines of one zone are selected press ENTER and a window with the zone s co ordinates will appear Bul ayer Ra By Layer BuCalor i V D zu ue O BuL aver Ra e m fj AutoCAD Text Window Drawing1 dwg LE cE Select objects LINE Layer 0 Space Model space Handle 2D from point X 230 4322 Y 169 6040 Z 0 0000 to point X 143 9610 Y 154 1620 Z 0 0000 Length 387 8982 Angle in XY Plane 190 Delta X 85 5311 Delta Y 15 4419 Delta Z LINE Layer 0 Space Model space Handle 2C from point H 199 0731 Y 241 6664 Z 0 0000 to point X 230 4922 Y 169 6040 Z 0 0000 Length 78 6139 Angle in XY Plane 294 Delta X 31 4130 Delta Y 2 0524 Delta Z ee I fk oe BD oo 5 GE EB LINE Layer 0 Space Model space Handle 2F from point H 84 7284 Y 201 5173 Z O to point X 84 7284 Y 253 5052 es O Length 51 9879 Angle in XY Plane 90 P EH IE IE Press ENTER to continue MOYSINIE SL CIF B84137009 C Francisco Sil
4. If the No Restraint mesh is opted the mesh length and width limits should be entered If not all zones are to be optimised with the same mesh select which one are to be optimised together The last edge sheets could be cut to fit the zone edge or pushed inside the zone and in that case no sheet cuts will be performed The Mesh Orientation in the selected zones layouts can be forced to the horizontal or vertical direction If the orientation is not forced the 3 option on the screen the program calculates the best mesh orientation for each zone If the Pre defined mesh optimisation is opted choose the Mesh Group from which the meshes are to be chosen If not all choose Meshes to be examined 15 MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 info moysinie com 9 Mesh edit Pressing the Pre defined Mesh Edit button Pre defined MeshEdt the mesh edit window will be opened Selecting the Mesh Group and Mesh Type previously defined the mesh drawing appears 540 a a a UUU Bx B10 d 9 350 4 75 450 me is F ul fale me e e Mesh Group Mesh Type Weight kg mme m ees redial a Next F ainfon the Mesh amp IT gt x29 22 20 Project Type lace the Beam Delete Delete Sawe Add Delete Jil lst Bend in Line Drawing Scale R ages zc Draw gt a Mesh Bar E EG E 2ndBendi
5. Moysinie Ver 2 0 3 User Manual MOYSINIE Optimisation of the Cross Welded Steel Mesh License to Company Version 2 0 3 Copyright amp 2000 Moysinie MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 infoQmoysinie com Index Gener cl asst secnsuasensansansscorseutspensenmwncuanaeeanimaseanesanesassaudecianssaaancoan Project Based Hierarchy eessseeeeeeeeeeeen nennen nme nnns ZONES WADE c Te zones CIESUWIFIO essei xdtsis Futur soau dU MEN SH DO da ord adea Roa ata dp Zones import from AUELOC AD aic cesa basia ex aces cc oa n do e anc Rc dew Pa Reinforcement Introduction esses nnns uestes euo ETT Reinforcement area mm2 m c seen mmm menn Mesh Optimisation Parameters ssessssseeeeene enhn nenne enne nnn Moc A Ode ME TT m Mesh Groups Types storage issssseeeeeee hehehe hehehe nnne nennen nnne nnn nnn Bol EIE ssaasesnsaasenociodineseuad UV NR PERS RU EUN EE X ENTUURE TERI RAE I New Mesh Type Creation v ccccscsccecccccccucucccucueucuctencucrensucvenauueenanens Mes Bending RTI TT CHOTES EGUE ET xuncisielu un me er MM Programm Langdtldd6S suiaiasesabburbrcRrerk9hRbzeerxe Pe ladrSa Se iEnsRalbrefRscs deri Brice ido Additional Reinforcement cccccsececeeeseeeeeeeeeeeeeeteceeeetagueee
6. Diameter E Bending Diameter 4n Rectangular v Stirrups Measures C Concrete i Steel 00 Base 300 Height 100 Hook View E E 125 Hook angle Long Bars Stirup s Segment Bar Diameter M Different r2 Colors Stirrup Length 1146 Drawing Scale 2 Drawing Position oF Change a stirup s side Segment s Length Dist From Dist From Prev Bar Bending M J Preview Bar Save Bar 1elete Bar Stirrups Distribution Beam Lenath PL Beam Weight Cliun Diameter Drawing Scale EB EJ Mi todd Distance Drawing Position I sf a dai x b Long Bars introduction b 1 Stirrup s Segments Order To proceed with the long bars the stirrup s segments order will be explained This stirrup consists of 11 segments 6 straight segments and 5 curved segments between 2 straight ones The segments order is the order of bending displayed clicking over the Segment Numbers box B 2 Save Type Delete Type 3 Stirrups Diameter Weed v Rectangular rl Different Stirrups Colors Clear Dimensions C Concrete icd umbers Steel Stirrup Length View the 1622 300 Base Stirrup m Measures 1 400 Height X 150 Hook 150 2nd Hook 135 Hook angle 135 2nd Hook angle Long Bars Change a stirrup s side Preview Bar Stirrup s Segment s Segment Length t Di Dist From Dist From ramete
7. x 26057 ha REG PR 34 Ac When X Y and angle are correct click the left mouse button to accept the bar position POS 6 US 13 Pos A POS 26 PDS2 Pos ag PY 23 MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 info moysinie com However in any moment bar characteristics and or bar position can be modified Just click over the bar POS for example POS 26 POS 8 POS 16 HEUS 31 F5 25 POS 29 POS 13 05 13 PosS 6 Pos a 7 mo POS 32 ma mej POS 28 mer PUS 14 O5 15 POS 18 POS 21 M and the Bar Window will be opened Project Buikling A 33 BAR EDIT 3 x 1111 hem NP POS Oty B Shape Lengh Wagi Taasko s Incise the Bat m the em eb e I 10 l 1111 05m 120 Dues v Rewdorcemerd Plan After the bar correction press the Confirm Change button If the box Include the Bar in the Reinforcement Plan is unchecked this position will not be drawn Then again in any moment clicking the Edit Bending Schedule Edit Bending button in ADDITIONAL REINFORCEMENT window and checking Schedule the box Include the Bar in the Reinforcement Plan it will be possible to place the bar into the zone drawing 24 MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 info moysinie com If the box Include Mesh Drawing is checked the mesh placement will be shown uen Project Building A
8. B 1 Save Type Delete Type otirrups Diameter 10 Angle Bending Diameter a segment Rectangular Different GrH prm a Colors Clee Dimensions C Segment Erase Last Numbers segment Stirrup Length 1532 Long Bars Change a stirup s side Preview Bar Stirrup s Segment s ES Segment Length Dist From Dist From es ele Bar Diameter Prev Bar Bending Delete Bar 1 Delete Bars 300 Aene o f Seb Sae fe aia ioe ew e Caan ana o Gaa far DEE ao aie Soo aia EGE o reet Surrups Distribution Save Stirupe S000 Beam Length s000 20 x125 144x175 4 50 Delete Stirrup Beam Weight 57 Delete Stirrups Stirrup Diameter Neto Add Distance 3 po I BH Print Copy Beam 34 x B 1U To see the mesh click the Mesh button and the mesh will be shown MA Project Building A 33 MESH PROPERTIES i 281 5000 n 9100 28 x 810 1572 156 230 424 2274 535 2948 24 2 120 289 16 377 277 389 120 S d E AN 8 HH ed A E RI IR E DR Ee t A DM Mesh Group Mesh Type Weight kg mme m Save Mesh in Draw New Save the Mesh amp g 52 535 449 Project Mesh Type Place the Beam Add Delete Save Add Delete 7 dstBend ii line Diswngisca 2 8 ae a E RET S 2 2nd Bendin Line Ell y ong Bar toss Wire opy elete Segment Angle Drawing Position Bar Number 1 Print Bar Length base x Y
9. Drawing IL 27 11 2007 12 05 nn AutoCAD 2006 C yArchivos de programa Moysinie Projects Project Building A 33 File Edit View Insert Format Tools Draw Dimension Modify Express Window Help L raw E amp L ser FA AE ax ea GP 3 Es ik z 3 B Az stanoaro A STANDARD 2 amp Stands J h BEI MOY SINIE 3 amp E 8er ji Biae rl Bylayer ByLayer BuCor E aH OLAANN OLSA M No cB X II n ie ER Long ao 8 I 3 6000mm 200 3 x 63 2 3 x 63 bor 7o0mm Cross ME 6 10 3 EUUgmDmM BUD 4 9 3f arm EEDE 40 MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 info moysinie com 19 Results exported to MS Excel All the tables and drawings can be exported to personal appearance of the outputs T ur Campeny agasan Fa 64 65 03 21 Tewg one 71 100 02 09 E mait BancerQv ern o Le 6400 200mm20 32 B16 216 318 3 402225 Ded 348 3 8 5 832 5 vm MO A x 376 50 23X00m 2298 we E des Moyi ra Pro ecu Ao yout Burn 33 Building A 33 Dragados 91 556 03 00 Mesh 6300 Unit Sur amp ce m2 15 75 Unit Weight kg N Meshes Zone 43 Mesh Surface Zone m2 677 Zone Weight kg 30 11 2007 C Archivos de programaW oysi
10. Y 22 1334 Delta Z 0 0000 L Command logfilemode C1 Enter new value for LOGFILEMODE z1 Command logfilename s LOGFILENHAMHE MC Archivos de programa utoCcAD 2002 Drawingl 1 1 55 00 1ogg Cena mis T Command From here on all the screens are from the program Moysinie Returning to the program Moysinie to configure the connection with AutoCAD press the button AutoCAD AutaLad Settings Settings The text box will appear to introduce the name and the path of the AutoCAD log file of the zone s drawing Paste the copied name in the box and press OK AutoCad Settings AutoCad log Path Crha de orograma4uto AutoCad language E English Spanish x After AutoCAD setting press the button Import Next Zone s from AutoCAD The new window will appear to Import Hest onela from AutoCad introduce the number of new zones to be imported from AutoCAD and afterwards each zone will be shown The number of the same zones 1 by default and the zone name Zone i by default must be confirmed or introduced 11 MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 info moysinie com 5 Reinforcement Introduction Pressing the Mesh amp Traditional Solution button in the Project Edit window the window of the reinforcement characteristics appears Traditional Solution Project Building A 33 BAR SIZES SPACI
11. press SHIFT Left Mouse button to draw the last line i e to close the polygon After closing the zone polygon the eventual hole in the zone can be drawn the co ordinates X and Y of a first point are shown by pressing the Left Mouse button the line is starting to be drawn Again the hole must be closed in the same way pressing simultaneously SHIFT and Left Mouse button Drawing To accept the drawing press the button Drawing Ha Finished To delete the zone in any moment press the Delete Zone button Delete Zone 4 Zones import from AutoCAD In any moment any number of new zones can be imported from AutoCAD i ET Yow Inset Fgmab Looks iow Dimension Bern lel Between this and the next HO ana ae cal elon a a dail vicio 2 Bias z l green line all the screens are Bigi 2 wn omer Jz from the application AutoCad ES Zones are drawn or the existing alle AutoCAD drawing is opened gt zz M QY SI pom prog i SAAR CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 info moysinie com Important a b C d AutoCad drawing must contains only lines not polylines nor arcs circles etc Obviously every shape that comes in the original drawing can be approximated with lines It is recommended to draw zones in a new layer e g we will call it MOYSINIE over the original drawing using only lines At the same time we can exclude geometry
12. 1 Inf Zone 2 Sup To proceed to the optimization with the next reinforcement type e g Inf the process of the current reinforcement type Sup should be terminated This means that the window with the mesh of the current optimization should be opened see 9 Mesh Edit Pressing the Next Reinforc Type button starts the optimization of the next reinforcement type Inf One Directional Mesh If the reinforcement type corresponds with the 1D mesh of the direction X mark the corresponded boxes In such case the overlapping in the direction Y disappears The reinforcement type should be saved as it was explained previously The number of different reinforcement types practically is not limited so if it is the case the types of 1D and 2D meshes can be saved together 6 Traditional Solution Pressing the Traditional Solution button the new window with the traditional solution s details will appear The bending schedules can be checked and printed out 13 MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 infoQmoysinie com 7 Reinforcement area mm2 m When the optimization with pre defined meshes is to be done the zones reinforcement area ZRA should be introduced in both directions if omitted will be considered as 0 i e any mesh type will accomplish the target In the Project Building A 33 BAR SIZES SPACING amp LAPPS Bar Size Spacing amp
13. 14 9 Y 1 10 5147 3 190 POS 15 POS 19 POS 20 POS 21 10 1 10 6667 4 130 aia 300 alt Bent Mesh Based Elements When some elements such as beams or columns are to be produced as a result of a mesh bending 5000 28 x 175 100 CIF B84137009 s 28 x 10 WWW moysinie com COTTTUY Traditional Solution The program calculates the weight of a traditional solution per zone per direction and the total weight generates bending schedules with the exact rebar location quantity bar size length shape code segment lengths and weight Bending Schedule praem al POS X Y Quantity van Length Bar cm mm Em Su cm in 1 100 50 0 0 31 1 100 96 0 0 0 61 is 1 b Ne 100 146 0 0 0 3 85 1 10 194 100 194 0 0 1 105 1 10 242 100 242 1 5 125 1 10 290 100 290 0 0 1 8 145 1 10 338 100 330 0 21 155 1 10 386 100 386 0 2 28 185 1 10 434 100 434 0 2 59 205 1 10 402 100 402 0 2 99 225 1 10 530 100 530 0 3 29 245 1 10 518 100 578 0 3 58 265 1 10 525 100 626 0 0 3 00 205 1 10 674 100 674 4 18 305 1 10 122 100 722 0 0 4 48 325 1 10 Tr 100 T TO 0 4 TT 345 1 10 818 100 ola 0 5 07 365 1 10 855 100 855 0 0 5 37 385 1 10 314 100 314 5 67 405 1 10 952 100 962 0 5 96 4125 1 10 1010 100 1010 j 0 6 26 445 1 10 1058 100 1058 0 6 56 455 1 10 1106 100 1106 0 6 06 485 1 10 1154 100 1154 7 16 MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysini
14. 33 ADDITIONAL REINFORCEMENT Drawing Scale Add the Bar Edit Bending Schedule Drawing Position 15 Printing out Additional Reinforcement Zone Selection Mesh Selection E Select Mesh Group mm The additional reinforcement AR list and drawing with or without the Mesh layout included can be printed Mesh Placement The AR list includes the bar characteristics as well as is V ed Tues its drawing odio p Mesh Lay amp L A B POS Shape Qty K ros wee faje wn Sal Jo ao LL E 1 10 417177 10 550 490 17000 A A 1 12 10000 8 900 109 A 1 10 14000 8 650 14000 d AG SS 25 MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 infoQmoysinie com 16 Printing Out Mesh List TA project Building A 33 PRINTING OUTS j xi The Project s mesh lists can be printed out too The list can be grouped by mesh type or not zone by zone Zone Selection Mesh Selection i Select Mesh Group Y In any case to print out the mesh list it is necessary to generate include the mesh TH drawing into the zone Mesh List Vv Noni In the MESH PROPERTIES window after the national r Mesh tour optimization it is necessary to click the Save iid Mesh in Project button see 8 Mesh edit Save Mesfin Draw Mew Project Mesh Type tend Unda Hend The mesh list shows mesh characteristics Zone 2 Zone 3 Zone 4i Zon
15. 47 3553 Delta Z LINE Layer 0 Space Model space Handle 2B from point X 136 2351 Y 275 5386 Z 0 0000 to point X 199 0731 Y 241 6664 F 0 0000 Length 71 4335 Angle in XY Plane 332 Delta X 62 8381 Delta Y 33 9723 Delta Z LINE Layer 0 Space Model space Handle 30 from point X 84 7284 Y 253 5052 Z 0 0000 to point X 135 2351 Y 275 6366 Z 0 0000 Length 456 0609 Angle in XY Plane 23 Press ENTER to continue Delta X 51 5066 Delta Y 22 1334 Delta Z amp oorco 3nlob65 X amp 331 OG gt O p D e o Command logfilemode s EY A Enter new value for LOGFILEMODE 1 Ql 10 MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 info moysinie com Finally type the command LOGFILENAME and save copy the answer Aah JOGO 2 O70 048 B pH Cw j z AutoCAD Text Window Drawing1 dwg mi x Ah Space Model space m amp He Handle B 00 from point X 136 2351 Y 275 6386 Zs 0 0000 EN to point X 193 0731 Y 241 5654 Z 0 0000 Length 71 4335 Angle in XY Plane duds o Delta X 62 8381 Delta Y 33 9 23 Delta Z 0 0000 LINE Layer 0 Space Model space Handle 30 d from point X 84 7284 Y 253 5052 Z 0 0000 a to point X 136 2351 Y 275 6386 Z 0 0000 Length 56 0609 Angle in HY Plane 23 iad Fress ENTER to continue E Delta X 51 5066 Delta
16. Bend Length A Length B Then using 2 Bend in Line bend it again where Length to Bend Length B Afterwards if it is necessary bend some bars separately using Bar by Bar Bending as it is shown below Red pe WEISS Segment Angle ha au 30 1st Lett 6800 w Y 0 T 1st Right Length B 18 MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 infoQmoysinie com 10 Clients Edit Pressing the button Clients Edit the new window is opened Clients E dit and it is possible to add remove edit a client In any stage when the Project is opened clicking over the Client s name is possible to change or modify it When the New Project is being introducing the Client s name can be Project Mame ea aia ject m e O0 introduced Click to Change Client new one and later on modified or Project Name omitted and later on Co introduced Add Project Client x 11 Printing Features Program generate the Microsoft Excel sheet and print it out on any installed printer The printing can be done within any window Mesh Placement Mesh Properties Bending Schedule However if it is necessary to print more or all project zones and or more or all mesh types clicking the Print Project button on the initial window the Printing Out i Print Froject window will be opened EI Project Bui
17. Laps Pre defined Meshes Solution Requested Pre defined Mesh Characteristics ap mm CIF B84137009 www moysinie com MOYSINIE SL C Francisco Silvela 52 19 A optimization process the ZRA will be compared with the pre defined meshes reinforcement areas MRA and only if the MRA ZRA for each direction the mesh could be considered as a possible solution The MRA for each direction appear in the Mesh Properties window see 9 Mesh Edit 14 28028 Madrid 34 91 151 63 13 info moysinie com 8 Mesh Optimisation Parameters When the Mesh Solution button is pressed the following window appears If th e ba rs Zes Project Building A 33 OPTIMISATION PARAMETERS O xl and distances are Mesh selection previously j n t rod u ced see No Restraint Automatically Generated 5 Reinforcement Minimum Length Maximum Length mm ntroduction Minimum Width Zones to be optimised both Pre defined i and Non Pre Bai E ed defined No HRS RES E Zone 4 Restraint mesh L1 ee ee EE Maximum Widt optimisation process can be executed and if Optimise From the Mesh Group Meshes to be examined the s reinforcement Mesh Orientation Cut edge sheets areas have been c E inis introduced see 7 P Naa 7 Reinforcement C Mesh Group amp Type area mm m only Pre defined e ili Bar Sze t Spacing mesh optimisation can be done
18. NG amp LAPPS X Pre defined Meshes Solution 10 Mesh Traditional Solution a mm Apu NE Oo AME lap mm Input Measures mm om p mm 0 O nm fm Standard bar m 12 A R a save Reinforcement Type As Mesh Solution Traditional Solution Jw Mesh has the Same Bar Size Spacing amp Laps As the program calculates both mesh and traditional solutions it is possible to have two different types of reinforcements This can be interesting in case we want to substitute the traditional by a double mesh reinforcement or if the traditional and mesh reinforcement have different overlaps In the example however both traditional and mesh reinforcements are the same Moreover it is possible to set up the standard bar length and the concrete cover By pressing the button Bar Size amp Weight Setup the bar diameters weights and bending diameters can be defined Different Reinforcements Types After the bar sizes spacing and overlapping of both directions are defined pressing the Save Reinforcement Type As button the reinforcement type name should be introduced e g Sup Inf This is repeated as many times as 12 MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 info moysinie com it is the number of different reinforcement types The outputs are being stored in the files named by the zone and reinforcement type e g Zone 1 Sup Zone
19. Starting with angle 90 and segment 300 the first stirrup s segment will be drawn EE B 3 Cross Section Surrups Different Diameter E Angle an L aed i Bending Dimensions Diameter 40 segment 300 Rect 7 Stinups sd Stirrup Length 300 Erase Last segment Drawing Scale Clear E a Drawing Position I l Long Bars Change a stitup s side stirrups Segment s Segment Length Praen Bar Dust From Dist From D ees Jar Diameter Prey Bar Bending EET MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 infoQmoysinie com Proceeding with angle segment 135 300 180 200 90 100 45 150 135 150 the beam section will be drawn Project Build Cross Section S rrups T Different Diameter IB Angle E 35 Colors Bending Dimensions esee 40 Segment hs Iv arp feel pum emi E Rectangular Hates Dias Stirrup Length 1137 Erase Last Segment Drawing Scale Clear 5t Drawing Position Long Bars Change a stirrup s side Stirup s Segments Predewb Segment Length REM Dust From Dist From ata ce Bar Diameter Prey Bar Bending elt me ae The long bars definition is already shown in the rectangular beam example So after the long bars and the stirrups definition the beam will be as per below Ell project Building A 33 BEAM DEFINITION ol BS Cross Section Stirrups Differ
20. angles FA Project Building A 33 BAR EDIT 6000 vw nT Item NE POS Oty Shape Length Weight Totalkg Include the Bar in the 34 34 1 12 5 5532 5867 115 Add Vv Reinforcement Plan A B C D E 200 150 6000 150 200 Clear alfa beta gama delta v Default angle 90 30 30 90 30 Cancel The Shape is a number of the bar segments from 1 to 6 Segments are named A B C F The angles between segments are o p y 6 and e During the segments introduction the bar drawing is being executing Every segment has its own colour both number and drawing It is possible to have automatically all angles 909 as in the example In any moment is possible to change any bar parameter When the bar introduction is finished if the box Include the Bar in the Reinforcement Plan is checked the bar will be placed in the zone layout Jrawing POS 26 Pos 2 mua o Sa POS 28 a POS 14 Pos 15 Mie yg 26 786 POS 20 CE The new bar POS 34 is green and the co ordinates X and PUS Y are shown If the bar has to be rotated click the right i mouse button and the new box will appear POS 19 X 557 YE If type 70 the bar will be rotated for 70 degrees If the AAA ui correct rotation was 90 by _ ms 3 clicking the right mouse button again the total angle will be shown in this case 70 Now type 20 to complete 90 tation Bip Bop ue i19 26 643 em z aran pag
21. bo gd dB omg B Bo d og mg dB m Mesh Group Mesh Type Weight kal mE m EE eno Fat IN EIN awe ine MES p 2 55 031 1271 325 Mesh Type Place the Beam Add Delete Save Add Delete C ianen Drawing Scale e h 2nd Blend in Line iit ic Ej Long Bar C Cross Wire Copy Delete cce equ E same ange Drawing Position Bar Number k 1 i Ist Left d Bar Lenath base iz Se E mz st Right 2M Total Bar Lenath i T Start mE Bnd Let 8 amp a nan If it is necessary the mesh can be modified and when it is finished by pressing the Save the Mesh amp Place the Beam button the layout window is opened and the beam can be placed In the example the beam B 2 will be placed and rotated for 309 DS B 2 35 MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 info moysinie com d Non rectangular Beam s Section The beam s section can have any form If it is not rectangular the check box should be unmarked Project Building A 33 BEAM DEFINITION B3 Cross Section S rrups Different Diameter E Angle lors Bending f Dimensions Diameter at Segment Rectangular E ur Draw stirrup Length For every stirrup s segment introduce the angle of bending and the segment length Evidently the angle for the first segment is not the angle of bending but the angle of the rotation position
22. d in Line BE Ux e gom ee 1 mu 1 MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 info moysinie com lal 300 309 201 89 148 150 Save the Mesh amp Place the Beam Drawing Scale al ile 38 INIEI Y Ss INS si M TODOS DE OPTIMIZACI N Y SOLUCIONES Lu INGENIER A 18 Creation of the AutoCAD Drawings Moysinie creates the AutoCAD drawings dxf files of the mesh placement for all the optimized zones and saves them in the correspondent project directory Archivo Edici n Ver Favoritos Herramientas Ayuda E i T 7 7 p LI s E ay Atr s F B squeda Carpetas x z Direccion C Archivos de DEOR Building A 33 Mesh Placement Nombre Tamar Ti Fecha de modificaci Dur Zone 1 1D X B Zone 1 10 X dxf 5 5 EK KB AutoCAD Drawing I 15 11 2007 18 18 2 Zone 1 1d y dxf 55KB AutoCAD Drawing I 15 11 2007 18 18 fal Zone 1 1 x dxf 79KB AutoCAD Drawing I 16 11 2007 10 12 pir Zone 1 1 y dxf J6 KB AutoCAD Drawing I 16 11 2007 10 12 Click over the desired zone to open the AutoCAD drawing Click the Zoom Extents button of AutoCAD and the zone will appear P1 AutoCAD 2006 C Archivos de programa Moys File Edit View Insert Format Tools Draw Dimension Moun vess Window Help 2 el e Rea s B
23. details from the original drawing which are not important such as small holes in the structure When we finish a drawing we turn off all layers except the one called MOYSINIE Now we have a drawing prepared for the application Co ordinates should have positive values and less then 1000 m Make sure that the zone s and all holes if there are any is are closed every line is connected at both ends with the another line Check if lines that are very close to vertical or horizontal 909 and 2709 or 09 and 1809 are really vertical or horizontal to be precise assure that co ordinates of both line points X or Y respectively are equal The easiest way is to draw these lines using the AutoCad function key F8 Zones that have been drawn should be written in the log file generated by AutoCAD Hereafter this file will be called FichLog All commands that follow will be executed in AutoCAD Open FichLog for data entry Type LOGFILEMODE and introduce a value 1 if it is 0 FichLog is closed if it is 1 FichLog is opened for the data entry Command Command logfilemode Enter new value for LOGFILEMODE 0 1l 84 5513 66 1430 0 0000 SNAP GRID ORTHO Type a command LIST logfilemode adrid Enter new value for LOGFILEMODE lt 0 1 e com Command list 75 9723 3 0078 0 0000 SNAP GRID ORTHO
24. distribution will be as following St rrups Distribution FOO0 Be 1004 175 1504 102125 10 100 TUTTE TTT FRx DS 1h Mb 12 08 team Length Drawing Scale Drawing Position KQO t seam Weight 55 272 a Stirrup Diameter M to Add Distance I 39 E a 100 S Delete the View the Mesh MeshBeam Save Spes Delete Stirrup To delete a stirrup select it by typing its number e g 11 It will be selected elete Stirrup button and colored green If it should be deleted press the finally the beam will be as per below stirrups Distribution saga 5821005150 300 82150 10x 125 10 x 100 Beam Length Drawing Scale Drawing Position 5000 c gt Beam Weight 55 02 ILL a i Delete the View the Mesh MeshBeam elere Stirmp Fe Ma 14s AE 192 He To see the generated mesh press the Mesh button and it will be shown 34 MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 info moysinie com Project Building A 33 MESH PROPERTIES E la S000 Bx 100 5 1504 300 8 150 10x 125 10 100 5u B T4 4 B5 13258058 1146 128 144 e 320 2e HIB 28 100 131 2 282 18 291 101 OMT ET 8 Fa AR EHE ng er Dg n iri ER n Lg t NF FP FG EST EE FI i RR II FR TE A D E TTG EETA E a Pt Essa sbbcE Td Willen E m m 8 mp 5B 8 D m m ow Bo Ff 8 8 8 8 amp 8 8 GBoGB GB Ho Bod A dg da
25. e 5 208 N and N9c are the number of longitudinal and cross bars L and c are diameters D and Dc are distances and mm m and mm mc are the reinforcement areas for respective direction In case when the diameters and distances are not equal the average ones are calculated as per V 2 i n D x Di n 1 Where n is number of bars of the respective direction 26 MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 info moysinie com MeshBeam Module This module is used when some elements such as beams or columns are to be produced as a result of a mesh bending Zone selection x Moysinie 2 0 3 New E dit Print Delete Geometry SelectZone Project Mame Mesh Placements Building A 33 Select One Bending Schedule Mesh Select One Select one Bending Schedule Traditional Select one Exit Chent Dragados As in the Additional Reinforcement when the zone is selected in this case Zone 1 its beams are shown in this case only one beam named B 1 Drawing Pasition D Include Mesh Drawing Fig Beams Layout 27 MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 info moysinie com Clicking over the beam name the beam window will be opened Project Building A 33 BEAM DEFINITION
26. e bending diameter is appearing However the bending diameter can be altered If the Rectangular Stirrups box is checked only beam base height and hook are to be introduced 29 MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 info moysinie com FI Project Building A 33 BEAM DEFINITION BR Cross Section otirrups Diameter E Bending Diameter 4n Rectangular iv Shirups Measures C Concrete Steel S001 Base ann Height 100 Hook Long Bars Stirrup s Segment Bar Diameter M Stirrups Distribution Beam Length Beam weight Stirrup Diameter L Vei the Mesh Erfferent D Colors Dimensions Stirrup Length 1146 Drawing Seale ES ed Change a stimup s side Segment s Length Dist Fram Dist Fram Prev Bar Bending M Drawing Scale FT Mtn Add Distance NM Delete the MeshBeam Preview Bar Saved er Je ete Bar Drawing Pasition Save ips Delete Strip N la x The hook angle 135 is shown automatically It is the same as in the previously introduced beam Surely it can be modified Checking the Different Colors box the stirrup segments will be colored differently checking the Dimensions box the stirrup s dimensions will be shown EI Project Building A 33 BEAM DEFINITION B2 otirrups Cross Section
27. e com 34 91 151 63 13 info moysinie com 1 Project Based Hierarchy All the calculations are associated to the Project and the results and drawings are saved in the correspondent Project s directory Project Building A 33 ini x a Archivo Edici n Ver Favoritos Herramientas Ayuda Q avis D p B squeda Carpetas 8 X 9 FA Direcci n C Archivos de programa Moysinie Projects Project Building A 33 Carpetas Project Mame Fl C3 Moysinie af C Misc LJ LJ LJ E C3 Projects Bo D C Geometry Mesh Placement Geometry Mesh Placement Mesh plus Bending Schedul C3 Mesh plus Bending Schedules D C3 Mesh Type C3 Misc C3 Traditional Bending Schedules B Project F 41 E C3 Project M 54 E C3 Project P 12 C3 Project Z 28 Mesh Type Misc Traditional Bending 4 gt f Schedules Project E dit Any change of the project can be performed in any time After the project selection pressing the button Project Edit the widow of the zones introduction will be opened where the new zone can be added or previously selected zone deleted From this window pressing the Mesh amp Traditional Solution button the program will proceed to the optimization process and pressing the Mesh Edit button will leave to the pre defined mesh types edition Mes EET Same ones 0 2 Zone input The number of zones per project is not limited
28. ela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 infoQmoysinie com If the diameter is to be changed click the right mouse button and the diameter text box will appear Long Bars Change a stirrup s side Stirup s Segments irrup 144 Preview Bar Segment Length Dist From Dist From c B m Bar Diameter Prey Bar Bending ave Daf P y i Mo Mic Bi F 200 T EE 1 20 ob Jb Delete Bar Mouse P af ta Sabor or Save dhe For Aone Aight to Dange Diameter af Sabot Bar DEL to Delte Sebold Bar Type the new diameter and press the ENTER to continue To save the bar press the left mouse button to unselect the bar press the ESC button to delete some previously introduced bar first select it and then press the DEL button All these operations can be done by typing at the left side of the window introduce the desired bar number and then press corresponding e g Delete Bar button Note long bars can be introduced with the mouse only if the box Dimensions is checked LolBrs Iw Dimensions C Stirrups Distribution After the beam section is finished e g 2020 bottom layer 2016 upper layer iis beam length 5000mm is introduced and the drawing is ZA 4l Project Building A 33 BEAM DEFINITION ap 8 gt OoOO Bo Cross Section stirrups Different Diameter E iv Cabs Bending Iw Dimensions Diameter 40 Rect Iv BERE id Stirrup Length Measures 1746 C Concrete Dra
29. em the new mesh can be created d Mesh Bending The mesh can be bent in all four extremes two times each one The bending can be realized in two ways d 1 Bar by Bar Bending In the Bar Edition process where one by bar is being selected the values of the bar segment length to be bent and the bending angle can be introduced modified d 2 All Bars in Line Bending Choosing the direction Long Bar or Cross Wire and the option 1 Bend in Line or 2 Bend in Line the corresponding text 1st Bend in Line boxes are opened to introduce the Length to 2nd Bend in Line Bend and the Bending Angle The illustration of the Bend in Line is shown below _Length B Left for the Longitudinal Section Right for the Longitudinal Section Bottom for the Cross Section Top for the Cross Section 17 MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 info moysinie com It is obvious that it is necessary to do the 1 Bend in Line before the 2 Bend in Line Moreover if at least one bar is already bent once or twice on the same side the 1 Bend in Line on that side cannot be performed Equally if at least one bar is already bent twice on the same side the 2 Bend in Line on that side cannot be performed So the easiest way to bend the mesh is to start with the plane mesh bend it using 1 Bend in Line where see the previous illustration Length to
30. ent Diameter s Ande 135 ETUR Bending wv Dimensions Diameter 40 segment 150 2 m Rectangular Stirups Draw Stirrup Length 113 Erase Last Segment Drawing Scale Clear a Drawing Position I I Long Bars Change a stirrup s side Slirup s Segments r Segment 6 Length T22 Preview Bar Dist From Dist From Bar Diameter Prev Bar Bending EC 3 fi ss we Delete Bar Abus af o abon Save the Rar Annee Ratton Orage Done a Seber Ay DEL Dalve abono Bar EOP n Heiss otirrups Distribution A500 Beam Length Drawing Scale Drawing Position 2ox TAS 123 4500 zi Beam weight 67 19 ds ES Stirrup Diameter M to Add Distance I i U r AS eC pH C OON EC OC ear am ri TE ET TA DEET iaa A E I SS SS SS SS S e 25 a Delete the View the Mesh MeshBeam Delete Stirrup Row mn Finally the mesh drawing is designed t Building A 33 MESH PROPERTIES n8 384 bz 104 145 E BED 16 114 69 B4 1254 58 418 B 12 mnn B 16 Aja B10 M16 gBi2eg 10 B5 e main Ali A Mesh Group Mesh Type Weight kal g a Save Mesh in Draw Mew B 3 67 19 1281 2r Project Mesh Type Add Delete Savefddd Delete 1st Bend in Line ha 4500 J 8 SA rB EE aar Pan EN ia af Te Fond ird od i nnd ra ad anl JE 45 oen af ad pa Dir d eti d De ad Fi edi a x mme Jm t n Hend nda Bend Bar Edit 2nd Ben
31. er4 F s 9 8 0 72 E Es x Bi as STANDARD STANDARD gt El 4 ania E 9 Qi 9 BEI MOY SINIE ox E ByLayer zji Aum XEM BuLaver ByLayer ByColo Ja PAE 8 Q a Pes OQ NE a C af 2 Vo ooo doo E Ll A LENIN INNER ee eee eee i Voo do oo A S Hoo ee ee KO do dp d lh ld l Lp Vo d d lh d 1d HE 0 ir 0 2 0 200 2010 5 010 eee eee Sa a ee 39 MOYSINIE SL CIF B84137009 C Francisco Silvela 52 1 A 28028 Madrid www moysinie com 34 91 151 63 13 info moysinie com IN ZIEE J YS INE si M TODOS DE OPTIMIZACI N 5 SOLUCIONES Lu INGENIER A Moysinie creates the AutoCAD drawings of the saved mesh types too If the mesh has been saved within the Mesh Group see 9 Mesh Edit the file dxf will have the name such as GroupName TypeName dxf If the mesh has been saved as a result of the optimization process it will be saved without the group name Archivo Edicion Ver Favoritos Herramientas Ayuda Js B squeda Carpetas AX ie m nmm O C Mrchivos de programa Moysinie Projects Project Building A 33 Mesh Type Atr s T d a Nombre Tamavio Tipo Fecha de modifi pir Regular esh M 44 dxf 12KB AutoCAD
32. ess and poorer concerning the number of different types of meshes is greater That because in principle a different mesh will be chosen for each different optimisation Therefore a distinct criteria will be chosen depending on the program user e g in case of a designer or a contractor more independent optimisation processes will be applied than if the user is a mesh producer Optimal Pre defined Mesh When the process of the mesh optimisation explained above is limited to the previously defined mesh types of the project Project c D id Building A 33 Telephone 91 556 02 00 2300mm 228mm2 m 350 4x 375 450 2x0 10 012 2x 0 10 12 07 2007 C Program F iles Moysinie Projects Pro ject Building A 33 3 Mesh Drawing Additional Reinforcement Possibility to introduce the bending schedule of the additional loose rebars for each zone Optionally each bar can be drawn and marked on the zone layout drawing Zone 4 Client Building A 33 Dragados L oy 2 mm 9 a s 1 110 6362 3940 200 UD an 2 1 10 17181 10 650 1 12 10000 8 900 10 POS 8 POS 18 P S 31 4 0 1 10 14000 8680 14 um i POS 25 a 10 i OS 20 5 _ 1 10 10000 6 200 fa 7 Pins 12 GO 1 10 7000 4 340 2 mi a POS 6 FOS 13 PO 7 1 12 8286 7 380 POSIB Pos 2 PO E Es POS AJ d CITUR s ooo 1 10 16724 10 370 PCS ao cL POS 27 POS 28 POS IF POS
33. lding A 33 PRINTING OUTS E i xj Zone Selection Mesh Selection Select Mesh Group Y Mesh desk Drawitnids Placement Mesh Drawings Mesh List Grouped by Meshi iv Mesh Type Additional Mesh L I Reinforeement T iouis MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 infoQmoysinie com 19 The header of a print out shows the Project and the Client s information and the footer the drawing and the Company s details The Company details as a logo image named Logo jpg should be placed in the directory Moysinie Misc where from the program will call it Dragados Telephone 91 558 03 00 2300mm 228mm2 m 350 4 x 375 450 2x010 012 2x0 10 w Weight kg 37 269 12 07 2007 C Program F iles Moysinie Projects Pro C O m pa n y S L og O ject Building A 33 1 Mesh Drawing 12 Program Languages C Deutsch It is possible to change the program e Eva language To produce the change after choosing the language H i bis i i it is necessary to restart the program SES C Francais z3 Diameter Se a X C Mederlands _ Diameter mm Weight g m Bending diameter mm C Portugu s 5 220 0 13 Diameter Setup F 80 2470 3850 TT ce TTT n3 Pressing the Bar Size amp Weight Setup button the Diameter Setup window appears Typing the bar diameter the weight and the bending diameter are automatically calculated However
34. n Line Bond Undo Barid Type Long Bar Cross Wire Add Copy Delete Ss xi Segment Angle Drawing Position Bar Number o 1 Print f Bar Length base 4 Total Bar Length M Stat 3 e B I if End 4 EJ Each bar can be modified separately different diameter length position bending It is necessary to mark the bar direction Long Bar or Cross Bar type the Bar Number and its properties will be shown ready to be modified To create the Mesh Group type the mesh group name and press the button Add below Pressing the button Save Add below the Mesh Type name the displayed mesh will be saved into the current Mesh Group 16 MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 info moysinie com a Mesh Groups Types storage Every project has its own mesh groups and types If it is necessary by coping all the files from the directory Moysinie Projects Project XYMMesh Type to the directory AMoysinieVProjectsVProject PQ Mesh Type the new project PQ will have the same mesh groups and types as the old project XY b Bar Edit When the bar is selected all three projections are shown painted in green C New Mesh Type Creation It is possible to enter a new MESES mesh type by pressing the button Draw New Mesh Type One bar in each direction will be displayed By coping and modifying th
35. ni amp Project sProjed Building A 33 MOYSINIE SL 1 1 1 Zone 1 L A KUMCHA 1 10 dio agn 20 6000 10 17181 10 650 200 17000 12 10000 8 900 10000 10 14000 8 680 14000 10 10000 6 200 10000 10 7000 4 340 000 12 8286 7 380 720 8000 10 16724 10 370 270 200 oo 91 556 03 01 45 jsanchez dragados com 10 90 90 Replace the file Moysinie Wisc Logo jpg with the Company Logo jpg file named Logo jpg CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 info moysinie com 130 16000 1000 6000 300 700 90 90 90 90 90 200 1000 200 200 200 Client Dragados 90 45 90 90 90 200 1000 200 500 200 90 90 Microsoft Excel permitting the 200 400 41
36. ping To proceed introducing long bars on the same segment type the new diameter e g 16 and the distance from the previous bar 70 Long Bars Stirrup segments Segment r Length Dust F ist From Bat Diameter Prev Bar Bending oA 1 IE 70 S O oy des i 200 Arcus at i Seb ansa fe aia wee Alo io ae aaa of sSsbeorecd ra OEE abre Sate Delete Bar Note only the 1 long bar of each segment must be introduced typing the distance from the bending and not from the previous bar b 4 Change a Stirrup s Side By clicking the corresponding box the selected bar will change the stirrup s side Segment Length 144 Preview Bar Bar Diameter Vus om He el Save Bar LT 1 1 b 78 70 Delete Bal Arcus fet mes wae Sagas ne ga ea Bagh 53 wage Long Bars L2 hange a stirrup s side Shirtup s Segments of Geeta OEE mue Sabe E b 5 Long Bars Introduction with Mouse To select the bar click the left mouse button over the bar diameter of any bar segment will be detected automatically and move the bar to the desired direction The distance from the clicked bar 56 is shown Change a stirup s side Stirrup Segment s Sennen n Peu 144 Preview Bar i iy Bar ELE Dist From Dist From Sr Her SM g EIS Cy Long Bars Prev Bar Bending 500 i 20 56 56 Delete Bar mueras Rupe ee ty hee Rata xEiance Wee DEO MD UG RU du S Fe 32 MOYSINIE SL CIF B84137009 C Francisco Silv
37. r Prey Bar Bending poo ooo oo mmm Delete Bars When the stirrup s segment is introduced in this case number between 1 and 11 the drawing of the corresponding part is highlighted b 2 Long Bar Position The long bar can be placed on any straight segment s part or in the center of the curved segment Long Bars Change a slirrup s side 5 rup s Segments 1 1 Segment Length 144 i n Di Dist From Dist From bere ET Ns f i ameter Prey Bar Bending S e y 20 E Delete Bar 2u If e g the 7 stirrup s segment is selected by introducing 020 and distance from bendingzO the bar will be shown as above The distance from bending for each straight segment is a distance from the previous curved segment In this case it is a distance from a curved segment 6 on the right side The Segment s Length is shown 144mm 200 40 2x 8 so the possible long bar position from the bending is between O and 144mm Pressing the Save Bar button the bar will be saved 31 MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 info moysinie com Long Bars Change a stirrup s side 2 lirruprs segment s Segment 7 Length 144 Preview Bar i J ime LLL ae ET 200 E 20 n BE es o EURO the Base iene Binh da Dan Damar of oboer Bae DEL ia Paks Saboia The bar will be colored red and the diameter will be shown b 3 Long Bars Introduction by Ty
38. sggeenngs Printing out Additional Reinforcement cccceeceeeeeeeeeeeeeeeeeeeeetanees PRICING OUE Mesh EISE eoeiesvevPERecm peri xS posit pF aS DIC PSEUD PUEDEN UNS MesnBear MOGUIC 215 2x basa iex pu acr d Rr cd ard d a PR e DER RU E R RO dp d rac dd Mr zcmaPcIep E M M Roin cl ip 2isingersU eiN e PTT se cusenennieencuatiua autores Perupe DISEPIBHUIDPI ecsasxs wine sudatuied de Pato ixeviq atn cases ao Rr UR PMS RU Non rectangular Beam s Section scesseseeee nennen nnne Creation of the AutoCAD Drawings enne nnn Results exported to MS Excel cesseeeeeeene ennemis MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 info moysinie com General Moysinie is software specialized in the steel reinforcement solutions for the construction industry The program performs the calculations mutually with the automatic generations of all interrelated drawings and tables working out the following outcomes Optimal Mesh The program is looking for the mesh that will cover all zones areas with the minimum of reinforcement steel In other words one mesh is to be chosen for all the zones we have been optimising Evidently presuming the same total number of zones the result of a realisation of more individual optimisations with less zones per process is better concerning the weight is l
39. these values can be modified to any number 9860 ls 20 8 40 10 820 12 890 16 1580 20 2470 25 3850 32 8310 ao Em fo o fo fo fo o fo fo fo fo fo Jo fo _ MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madric www moysinie com 34 91 151 63 13 infoQmoysinie coi Cancel 14 Additional Reinforcement Every zone can have a bending schedule of the additional reinforcement x Beenie 2 0 3 New Edit Print Delete Geometry SelectZone Project Mame Mesh Placements Building A 33 Clent Dragados Select Meshbea Select one Bending Schedule Traditional Select one Bar Size amp elsi Erste Clients E dit Language Eai By choosing the zone to be edited the zone drawing with the additional reinforcement layout if there is any appears Ei Project Building A 33 ADDITIONAL REINFORCEMENT Drawing Scale Add the Bar Edit Bending Schedule Drawing Position Print I POS 18 P s sb Pos 2 P s 32 POS 33 POS 28 POS 17 POS 14 gris POS 15 POS 19 POS 20 21 MOYSINIE SL CIF B84137009 C Francisco Silvela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 info moysinie com If a new bar is to be added by clicking the button Add the Bar the new window is opened We introduce the bar parameters POS quantity diameter shape segments and
40. vela 52 19 A 28028 Madrid www moysinie com 34 91 151 63 13 info moysinie com In the last text line the message Press ENTER to continue will appear so continue pressing ENTER until the word Command appears b z AutoCAD Text Window Drawing1dwg amp Al Space Model space a Handle E O oe from point X 143 9610 Y 154 1620 Z 0 0000 r3 EN to point X 84 7284 Y 201 5173 Z 0 0000 Length 75 8355 Angle in XY Plane 141 o Delta X 53 2326 Delta Y 47 3553 Delta Z LIHE Layer OU Oi Space Model space b Handle 2B B from point X 136 2351 Y 275 6366 Z 0 0000 LI to point X 133 0731 Y 241 6664 Z 0 0000 wl Length 71 4335 Angle in XY Plane 332 Delta X 52 8381 Delta Y 33 3 23 Delta Z el 7 LINE Layer 0O bA Space Hodel space Handle 30 mL from point H 84 7284 Y 253 5052 Z 0 0000 ft a to point X 136 2351 Y 275 6386 Z 0 0000 i Length 56 0609 Angle in XY Plane 23 Press EHTER to continue Delta X 51 5066 Delta Y 22 1334 Delta Z A Now if there are more zones to be introduced type LIST again and follow the same procedure When all zones are entered close the FichLog by typing the command LOGFILEMODE and entering the value 0 AutoCAD Text Window Drawingl dwg from point X 143 9610 Y 154 1620 Z 0 0000 to point X 84 7284 Y 201 5173 0 0000 Length 75 8355 Angle in XY Plane 141 Delta X 59 2326 Delta Y
41. wing Scale Steel Clear ky nn Base View the Drawing Position Stirrup i 300 Height 100 Hook s ar 125 Hook angle Long Bars Change a stirup s side Stirrup Segment s Segment 2 Length 144 Preview Bar Dist From Dist From Bar Diameter Prey Bar Bending e ae EN ce e A 4 16 Delete Bar Araure Za io babeta Sare dhe Far Aloure NY io Chane Daneta of Sables Bar DEL fo Delia Sebold Bur EGE nsi stirrups Distribution 5000 Drawing Scale Drawing Position u ee 0 A Stirrup Diameter Neto Add Distance y L8 NM NM mave HURE In the example the first stirrups will be 5 28 100 stirrups Distribution 5000 Beam Length Drawing Scale Drawing Position 4 s000 E f Beam Weight 40 5 a E Stirrup Diameter N te Add Distance I E 5 fog 7 Save Stirups i Delete the mew se Mesh MeshBeam Delete Stirrup The stirrups will be shown green If it is correct press Save Stirrups button The stirrups will be colored blue and the distances and diameters will be shown stirrups Distribution S000 eam Length Drawing Scale Drawing Position ox 100 4500 000 F i eam Weight 42 79 zm EE Stirrup Diameter Neto Add Distance i E E 5 foo Fave STU Delete the View the Mesh MeshBeam Jelete S tdg ae oS The same process proceeds any number of times every stirrup can be different on the different distance from the previous one Repeating the above process the stirrups
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