Ahmed A. Alamin
Structural
- Oct 28, 2019
- 32
Hellow engineers, i'm designing a leture halls building. The spans in one direction are 10m and 6m respectively and in the other direction are 5m. As my first option" attempt" i tried solid slab with a thickness of 20cm and beams are 70cm deep by 35cm width. Honestly, i didn't expect this choice would succeed but to my suprise elements did good, even the long term deflection was within the allowable limits. This made me question my design.Any sugessrion? Do experienced engineers find slab and beam cross-section reasonable?..i'm using CSi Etabs and Safe
"Live load = 4KN/m2, finishes 1.5 KN/m2, and partions are 18 KN/m..
"Live load = 4KN/m2, finishes 1.5 KN/m2, and partions are 18 KN/m..