1. Find the increase of pressure at point A due to loading q=400 kN/m² on the given rectangular footing. 3 m 2 m Clay Sand 8m Plan View ₁. OB B 4 m 4 m 1 m 3 m 4 m

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1.
Find the increase of pressure at point A due to loading q=400 kN/m² on the given rectangular
footing.
4
3 m
2 m
Clay
Sand
8m
Plan View
₁.
OB
B
4 m
4 m
1 m
3 m
4 m
Transcribed Image Text:1. Find the increase of pressure at point A due to loading q=400 kN/m² on the given rectangular footing. 4 3 m 2 m Clay Sand 8m Plan View ₁. OB B 4 m 4 m 1 m 3 m 4 m
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3m
2m
Clay
Sand
8 m
Plan View
||
D₁.
OB
OB
4m
4m
1 m
3m
2
4m
AGA=(1₁-1₂)2
I m² = 2/1
m=
2=
n=-=5,5
⇒I=0,203
m = 2/2=1, n = 3/2=1,5
⇒1₂ -0.191
AGA=4DD*D₁D12*2=9,6 RPQ
Transcribed Image Text:3m 2m Clay Sand 8 m Plan View || D₁. OB OB 4m 4m 1 m 3m 2 4m AGA=(1₁-1₂)2 I m² = 2/1 m= 2= n=-=5,5 ⇒I=0,203 m = 2/2=1, n = 3/2=1,5 ⇒1₂ -0.191 AGA=4DD*D₁D12*2=9,6 RPQ
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