Q1 Q2 03 Find the total steel reinforcement (As) and the number of 20 mm bars that must be spread along the long direction of rectangular concrete footing of width B-2.10m which supports concrete column dimensions (0.4x 0.4) m. Given: D.L-900kN, L.L-800KN, qall-185kN/m², fc-21MPa, fy-400MPa. 300 450 Answer the following: A-Compare between the plate load test and standard penetration test, B-Define the disturbed samples, C- Find the depth of borehole for this case. B-2m. Dr=1.5m and qs =18ton/ m². The SPT records Versus depth are given in table below. Find qan for the raft foundation with B x B=10x10m and Df=2m, the allowable settlement is 50mm. 95 13 18 25

Power System Analysis and Design (MindTap Course List)
6th Edition
ISBN:9781305632134
Author:J. Duncan Glover, Thomas Overbye, Mulukutla S. Sarma
Publisher:J. Duncan Glover, Thomas Overbye, Mulukutla S. Sarma
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Q1
Q2
03
Find the total steel reinforcement (As) and the number of 20 mm bars that must be
spread along the long direction of rectangular concrete footing of width B-2.10m which
supports concrete column dimensions (0.4x 0.4) m. Given: D.L-900kN, L.L-800KN,
qall-185kN/m², fc-21MPa, fy-400MPa.
300 450
Answer the following: A-Compare between the plate load test and standard penetration
test, B-Define the disturbed samples, C- Find the depth of borehole for this case. B-2m.
Dr=1.5m and qs =18ton/ m².
The SPT records Versus depth are given in table below. Find qan for the raft foundation
with B x B=10x10m and Df=2m, the allowable settlement is 50mm.
95 13 18 25
Transcribed Image Text:Q1 Q2 03 Find the total steel reinforcement (As) and the number of 20 mm bars that must be spread along the long direction of rectangular concrete footing of width B-2.10m which supports concrete column dimensions (0.4x 0.4) m. Given: D.L-900kN, L.L-800KN, qall-185kN/m², fc-21MPa, fy-400MPa. 300 450 Answer the following: A-Compare between the plate load test and standard penetration test, B-Define the disturbed samples, C- Find the depth of borehole for this case. B-2m. Dr=1.5m and qs =18ton/ m². The SPT records Versus depth are given in table below. Find qan for the raft foundation with B x B=10x10m and Df=2m, the allowable settlement is 50mm. 95 13 18 25
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