8.) A length normal to the paylar ot 1-3 m Given For horizontal force on AB FH - width 2.5 1-5 X 3 F# 143-471 KN %3D 1:5 m Ans. v of sphere For Vertical Force KI.s mt width Fy = 4.31 (2-5+1-5) xlis -(I (i.5) 2.5m Fy = 129.513 KN Is m! 4r (3)

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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IV.
8.)
Alength f normal to the pap.er of
L-3 m
Given
For horizontal force on AB
FH -
width
2.5
A
9.81 X k5 x (2.50 t di) x 3
1-5
143. 471 KN
%3D
1:5 m
Ans.
4
v of
sphere
For Verti cal Force fv
eI.5 mt
width
2.5m
Fv a 129.573 kN
Is mi
4/
4r
3T
Transcribed Image Text:IV. 8.) Alength f normal to the pap.er of L-3 m Given For horizontal force on AB FH - width 2.5 A 9.81 X k5 x (2.50 t di) x 3 1-5 143. 471 KN %3D 1:5 m Ans. 4 v of sphere For Verti cal Force fv eI.5 mt width 2.5m Fv a 129.573 kN Is mi 4/ 4r 3T
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