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
Posted: Thu May 05, 2022 11:37 am
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 450 mm x 450 mm column carrying a dead load of 750 kN, and a live load of 1000 kN. The bottom of the footing is 1.6 m below final grade. The allowable soil pressure is 210 kN/m? and use normal-weight concrete with fc=21 MPa, ty = 420 MPa. Unit weight of the concrete is 24 kN/m> 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 450 mm x 450 mm column carrying a dead load of 750 kN, and a live load of 1000 kN. The bottom of the footing is 1.6 m below final grade. The allowable soil pressure is 210 kN/m? and use normal-weight concrete with fc=21 MPa, ty = 420 MPa. Unit weight of the concrete is 24 kN/m> 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.
ID #: 300228
A reinforced concrete footing supports a 450 mm x 450 mm column carrying a dead load of 750 kN, and a live load of 1000 kN. The bottom of the footing is 1.6 m below final grade. The allowable soil pressure is 210 kN/m? and use normal-weight concrete with fc=21 MPa, ty = 420 MPa. Unit weight of the concrete is 24 kN/m> 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 450 mm x 450 mm column carrying a dead load of 750 kN, and a live load of 1000 kN. The bottom of the footing is 1.6 m below final grade. The allowable soil pressure is 210 kN/m? and use normal-weight concrete with fc=21 MPa, ty = 420 MPa. Unit weight of the concrete is 24 kN/m> 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.