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Q=400KN Ground Level 38° #16KN.m3 K=0.90 5m Dense Sand tan-0.45 N-80 Saturated Sand 38° 4m Ter=18.5kN.m 39° c=150KN.m2 -20.2kN.m Bed Rock Not to scale (a) Design a pile foundation. (b) Design a shallow square foundation (c) Compare the two foundations designed in (a) and (b).

Q=400KN Ground Level 38° #16KN.m3 K=0.90 5m Dense Sand tan-0.45 N-80 Saturated Sand 38° 4m Ter=18.5kN.m 39° c=150KN.m2 -20.2kN.m Bed Rock Not to scale (a) Design a pile foundation. (b) Design a shallow square foundation (c) Compare the two foundations designed in (a) and (b).

Structural Analysis
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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Q=400KN Ground Level 38° #16KN.m3 K=0.90 tan-0.45 N=80 5m Dense Sand 38° Tar=18.5kN.m3 4m Saturated Sand 39° c=150kN.m2 -20.2kN.m Bed Rock Not to scale (a) Design a pile foundation. (b) Design a shallow square foundation. (c) Compare the two foundations designed in (a) and (b).
Transcribed Image Text:Q=400KN Ground Level 38° #16KN.m3 K=0.90 tan-0.45 N=80 5m Dense Sand 38° Tar=18.5kN.m3 4m Saturated Sand 39° c=150kN.m2 -20.2kN.m Bed Rock Not to scale (a) Design a pile foundation. (b) Design a shallow square foundation. (c) Compare the two foundations designed in (a) and (b).
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