150 600 250 250 4Ø25 4Ø25 p=40 kN W.D.L=30 kN/m W.LL=?kN/m L=5 m

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter14: Sheet-pile Walls
Section: Chapter Questions
Problem 14.5P
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2. Find the max WLL that can be applied on the double T-beam as shown
below. Take Fc'=27.5 MPa, Fy = 414 MPa.
1200
150
600
250
250
4Ø25
4Ø25
p=40 kN
W.D.L=30 kN/m
W.LL=?kN/m
L=5 m
Transcribed Image Text:2. Find the max WLL that can be applied on the double T-beam as shown below. Take Fc'=27.5 MPa, Fy = 414 MPa. 1200 150 600 250 250 4Ø25 4Ø25 p=40 kN W.D.L=30 kN/m W.LL=?kN/m L=5 m
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