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
Posted: Mon Jul 11, 2022 10:13 am
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)
0.5m Section Co 0.45m W 8m ↓ Se 7m (Section 1,2,3) 0.5m 0.70m Wy Metting 0.5m 8m 1 0.5m 8.5m 1 7.5m J 0.5m W3 ✓ + 8.5m 3m thith 0.5m (Section A,B,C,D) 3.5m 3m 3.5m 0.5m
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 40 times