Can anybody send me a sample design using etabs. I thought bottom reinforcement requires more steel area as they carry the load above them, (Pu). And in my experience in construction industry, I always observed that lower floors has more rebar compare to the above columns.
I just use the load combination of 1.4DL and 1.7LL. then again the resulting required area of bar at upper column is 5000mm2, the lower part is 900mm2 only. help me with this problem pls
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I just use the load combination of 1.4DL and 1.7LL. then again the resulting required area of bar at upper column is 5000mm2, the lower part is 900mm2 only. help me with this problem pls
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Upper column requires 3000mm2, lower only 900mm2. can you send me your sample work on etabs so that i can have a clear view of detailing and anlysis of structure.
@ Josh & Seth, I thank you for your reply. Right now I'm am more familiar with etabs now cause I spent some time studying the video tutorial online. But my results is some what doubtful because when I run the analysis my upper column requires more steel compare to the lower column. It is very...
I have modeled a two storey building. x=8m, y=6m. 2nd Floor is 3m and bottom is 3.2m. Column is 0.30x0.30m, Beam is 0.20x0.40m, f'c=20.7Mpa, Fy=230Mpa, Con=25KN/m3. Slab=0.125m as shell.
I put slab both in second and top floor. Mesh it with auto mesh. Click the 1,2,3,4 checkbox. Then run the...
