(i.e., 0.1). No Comma!Moist unit weight of soil, gamma102 pcfThe Internal friction angle of soil is 35 degreesThe factor of safety, FS = 3A square footing carries the proposed total load of 560 kips (Q).Qc= 0v= 0.35E=450,000 lb/ft2I-0.88D BB= ?xB psf (only numenc value)h. Aliowable bearing capacity, qa =2. Required dimension, B in terms of bearing capacity =3.Required dimension. B in terms of settlement =

Solution: Given Data: Moist unit weight of soil γ=102 pcfInternal friction angle φ=35°FOS=3Q=560…

Answered: nma! Moist unit weight of soil, gamma…

nma! Moist unit weight of soil, gamma 102 pcf %3D The Internal friction angle of soil is 35 degrees The factor of safety, FS = 3 A square footing carries the proposed total load of 560 kips (Q). Q

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

(i.e., 0.1). No Comma!
Moist unit weight of soil, gamma
102 pcf
The Internal friction angle of soil is 35 degrees
The factor of safety, FS = 3
A square footing carries the proposed total load of 560 kips (Q).
Q
c= 0
v= 0.35
E=450,000 lb/ft2
I-0.88
D B
B= ?
xB psf (only numenc value)
h. Aliowable bearing capacity, qa =
2. Required dimension, B in terms of bearing capacity =
3.Required dimension. B in terms of settlement =

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