USER'S GUIDE CAZINDS1.exe Design Masonry Software The
Contents
1. USER S GUIDE CAZINDS1 exe Design Masonry Software CODE ORDA 068100002 23 12 2004 LICENSE UPDATED EVERY YEAR Shear Capacities on the section of unreinforced masonry walls Software In accordance with the Methodology of failure in diagonal cracking authors Gh amp R Popescu 2004 and Handbook for the design of unreinforced masonry walls approved by Ministry of Transport Construction and Tourism with ID MP 001 96 ORDIN nr 63 N 16 07 1996 General Manager of Handbook and coauthor Design and Research Eng 1 degree Rodica Popescu and coauthor Design and Research Eng 1 degree Gh Popescu x The software reads the file with input data named CAZIN INP created with a text editor under DOS or Windows after running results the next output files CAZIN OUT with the results on the element wall containing some commentaries CAZIN DAT with the input data CAZIN CAP with the shear capacities to diagonal failure of the walls in the three stages F C U CAZIN ASO with the shear capacities associated to bending moment of the walls in the three stages F C U CAZIN TBL with the values of coefficient respectively 1 9 calculated depending on capacities The template of input data file CAZIN INP F1 General proprieties of the section M cantilever S embrasure Shape of section fp f Htot N n A20 A1 5F8 2 M cantilever S embrasure height of cantilever is equal with the height of the building the height2. ight of the hart Bi cm thickness of the hart Ht1 cm height of the flange 1 Btl cm thickness f the flange 1 Ht2 cm height of the flange 2 Bt2 cm thickness f the flange 2 Active section with one flange T the calculation considers by default the flange in the left The results must be read considering the calculation schemes with the real position of active sections and the direction of the seism If the flange is on the calculation scheme in position in the right and direction of seism is 1 must considered the results for direction 2 and for the direction 2 the results for direction 1 CANTILEVER EMBRASURE Htot Htot TOOT Hi Hi D RECTANGULAR SECTION Direction Direction 2 B SECTION Si Bt At Ai Ht Bi DOUBLE SECTION Btl Bt2 At2 Atl y Ai Bi f Hi i
3. of embrasure is equal with the height of the window or door The name of the element MUST begin with the two letters for cantilever and 5 for embrasure Shape of the active section D rectangular T with one flange I with two flanges average tensile resistance of the mortar design shear strength of masonry f fa average compressive strength of the masonry design compressive strength of the masonry Hio cm Total vertical height of the wall the height of cantilever is equal with the height from 0 00 on the base the height of embrasure between two holes side by side windows or doors is equal with the minimum height between the two holes design vertical load dues to Self weight of the wall Self weight of the floor and distributed loads on the floor with seism hypothesis n 0 666 report between yield strain in compression and ultimate strain in compression 2 Geometrical characteristics of the horizontal cross section D Rectangular 288 2 cm height in plain B cm thickness in plain T with one flange Hi Ht Bt 4 8 2 see Note at the and of text Hi cm height of the hart Bi cm thickness of the hart Ht cm height of the flange Bt cm thickness f the flanges I with two flanges Hi Bi Ht1 6F8 2 Hi cm he
Download Pdf Manuals
Related Search