A reinforced concrete wall footing is founded 6 ft below grade. If the footing supports a 10-in.-thick concrete wall that carries a uniform load of D = 20 k/f, L = 8 k/f and weight of concrete is 150 pct. Estimate the required width and total depth of the footing? The net bearing capacity of the soil is 3,000 psf.

Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter11: Load And Resistance Factor Design (lrfd)
Section: Chapter Questions
Problem 11.3P: Repeat Problem 11.1 based on LRFD using the following factors: load factor for dead load = 1.25 load...
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A reinforced concrete wall footing is founded 6 ft below grade. If the footing supports a
10-in.-thick concrete wall that carries a uniform load of D = 20 k/f, L = 8 k/f and weight
of concrete is 150 pct. Estimate the required width and total depth of the footing? The net
bearing capacity of the soil is 3,000 psf.
Arequired
PD + PL
9a
Soil weight
135 lb/ft³
10 in-
h
1
B
L == 8 kips/ft
D=20 kips/ft
6 ft
Transcribed Image Text:A reinforced concrete wall footing is founded 6 ft below grade. If the footing supports a 10-in.-thick concrete wall that carries a uniform load of D = 20 k/f, L = 8 k/f and weight of concrete is 150 pct. Estimate the required width and total depth of the footing? The net bearing capacity of the soil is 3,000 psf. Arequired PD + PL 9a Soil weight 135 lb/ft³ 10 in- h 1 B L == 8 kips/ft D=20 kips/ft 6 ft
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