Design an individual column footing where DL = 200k, LL = 500k, allowable soil pressure =...

Design an individual column footing where DL = 200k, LL = 500k, allowable soil pressure = 3k/ft2, f′c col = 4ksi, f′c ftg = 3ksi, 28″ x 28″ column, supporting interior column.

Solutions

Expert Solution

Ally Wells answered 10 months ago

Next > < Previous

Related Solutions

Design an individual column footing where DL = 200k, LL = 500k, allowable soil pressure =...

Design an individual column footing where DL = 200k, LL = 500k, allowable soil pressure = 3k/ft2, f′c col = 4ksi, f′c ftg = 3ksi, 28″ x 28″ column, supporting interior column.

1. A round column is to be designed with DL = 600 KN, LL = 800...

1. A round column is to be designed with DL = 600 KN, LL = 800 KN, fc’ = 20.7 MPa, fy = 345 MPa. Use ?? = 0.02, 25 ?? ∅ ???? ????, ??? 10 ?? ∅ ???. USE 1.2 DL + 1.6 LL USD AND WSD. provide detailing

A round column is to be designed with DL = 600 KN, LL = 800 KN,...

A round column is to be designed with DL = 600 KN, LL = 800 KN, fc’ = 20.7 MPa, fy = 345 MPa. Use ?? = 0.02, 25 ?? ∅ ???? ????, ??? 10 ?? ∅ ????.

A square round column is to be designed with DL = 600 KN, LL = 800...

A square round column is to be designed with DL = 600 KN, LL = 800 KN, fc’ = 20.7 MPa, fy = 345 MPa. Use ?? = 0.02, 25 ?? ∅ ???? ????, ??? 10 ?? ∅ ????. USE 1.2 DL + 1.6 LL

Design a square interior column footing for a 15-in. square tied interior column that supports a...

Design a square interior column footing for a 15-in. square tied interior column that supports a dead load of 160 kips and live load of 180 kips. The column is reinforced with eight # 8 bars, also, the base of the footing is 6 ft below the grade line, the soil weight is 100 lb/ft3, the concrete weight is 150 lb/ft3, f’c = 4,000 psi, fy = 60,000 psi and qa = 4 kip/ft2.

Design a plain concrete footing for a 400 mm reinforced concrete wall that supports a DL...

Design a plain concrete footing for a 400 mm reinforced concrete wall that supports a DL = 185 KN/m and 95 KN/m live load. The base of the footing is to be 1.2 m below the final grade. fc’ = 20.7 Mpa and allowable soil pressure is 200 Kpa, weight of soil is 15.82 KN/m3. (ACI)

QUESTIONS: Design a square column footing for a 20-in. square tied interior column that supports loads...

QUESTIONS: Design a square column footing for a 20-in. square tied interior column that supports loads of DL (170) k and Live load LL (210) k. The column is reinforced with eight No 8 bars, the bottom of the footing is 5 foot below final grade, and the soil weighs 100 lb. /ft3 the allowable soil pressure is 4 w ksf. The concrete strength is 4,000 psi and the steel is Grade 60.

W1, W2 and X are given at the bottom. Design a square column footing for a...

W1, W2 and X are given at the bottom. Design a square column footing for a 18-in. square tied interior column that supports loads of DL (W1) k and Live load LL (W2) k. The column is reinforced with eight No 8 bars, the bottom of the footing is 5 foot below final grade, and the soil weighs 100 lb /ft3 the allowable soil pressure is w ksf. The concrete strength is 4,000 psi and the steel is Grade 60....

Design for britishcode 8110 Design a square pad footing for a 300 mm square column supporting...

Design for britishcode 8110 Design a square pad footing for a 300 mm square column supporting a factored axial load of 800 kN. Safe bearing capacity of soil is 200 kN/m2, fcu=20 N/mm2, fy=415 N/mm2.Design a square pad footing for a 300 mm square column supporting a factored axial load of 800 kN. Safe bearing capacity of soil is 200 kN/m2, fcu=20 N/mm2, fy=415 N/mm2.

15. A concrete footing, exerting an applied pressure of 200 kPa on the soil, may fail...

15. A concrete footing, exerting an applied pressure of 200 kPa on the soil, may fail from bearing capacity (B) or excessive settlement (S). Due to soil variation, the following are given: • Bearing capacity is normally distributed with mean, μ=500 kPa and standard deviation, σ = 200 kPa • Settlement is log-normally distributed with μ=1.5 cm and σ =0.3 cm. • The probability that the footing fails in bearing capacity knowing that it had settled excessively is 0.2 •...

Subjects