2 #25 70 mm 560 mm M = 300 kN•m 700 mm n=9 4 #32 70 mm 400 mm

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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Determine the flexural stresses using transformed-area method.
2 #25
70 mm
560 mm
M = 300 kN• m
n = 9
700 mm
4 #32
70 mm
400 mm
Transcribed Image Text:Determine the flexural stresses using transformed-area method. 2 #25 70 mm 560 mm M = 300 kN• m n = 9 700 mm 4 #32 70 mm 400 mm
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