NOTE BEFORE SOLVING:
1. Add 0.1(last two digits of your ID number) to all loads (kn, kn/m, kn/m2)
ID #: 300228
A reinforced concrete footing supports a 300-mm-wide masonry wall carrying a dead load of 150 kN/m including the weight of the wall, and a live load of 200 kN/m. The bottom of the footing is 1.5 m below final grade. The allowable soil pressure is 170 kN/m2 and use normal-weight concrete with fc = 28 MPa, fy = 420 MPa. Unit weight of the concrete is 24 kN/m3 while the unit weight of the soil is 16 kN/m3. The concrete cover is 75. and choose 25-mm diameter bars for the main reinforcement. Design the required footing.
A reinforced concrete footing supports a 300-mm-wide masonry wall carrying a dead load of 150 kN/m including the weight of the wall, and a live load of 200 kN/m. The bottom of the footing is 1.5 m below final grade. The allowable soil pressure is 170 kN/m2 and use normal-weight concrete with fc = 28 MPa, fy = 420 MPa. Unit weight of the concrete is 24 kN/m3 while the unit weight of the soil is 16 kN/m3. The concrete cover is 75. and choose 25-mm diameter bars for the main reinforcement. Design the required footing.
- Please Answer Clearly Note Before Solving 1 Add 0 1 Last Two Digits Of Your Id Number To All Loads Kn Kn M Kn M2 1 (14.96 KiB) Viewed 31 times
- Please Answer Clearly Note Before Solving 1 Add 0 1 Last Two Digits Of Your Id Number To All Loads Kn Kn M Kn M2 2 (14.96 KiB) Viewed 31 times
- Please Answer Clearly Note Before Solving 1 Add 0 1 Last Two Digits Of Your Id Number To All Loads Kn Kn M Kn M2 3 (14.96 KiB) Viewed 31 times