It is required:
1) Design beams on axes 1,2 A and B for positive andnegative moment.
1.1) Determine the demands of moment using the coefficients ofthe ACI-318-19.
1.2) Use:
- f'c = 350 kg/cm2 (5,000 psi)
- fy = 4,200 kg/cm2 (60,000 psi)
1.3) The loads on the slabs are:
- WDL = 345 kg/cm2
- WLL = 250 kg/cm2
*Does not include own weight of beams and slabs*
2) Design the slabs located on the axes (1-2, A-B) and (1-2,B-C)
It Is Required 1 Design Beams On Axes 1 2 A And B For Positive And Negative Moment 1 1 Determine The Demands Of Mome 1 (1.11 MiB) Viewed 38 times