for Pile shown in fig. below, Sind Qu дозжазм 3m XX =30 S=0.84 Sand Ks=1.3 16 kN F Q=36 Sand G= 0.74 ks = 114 854 171 clay Q2 & Qu=Ap 4 Qb = AP (CNC + BV₂N4 j • Q₁ = {(ca + ks Sv tang) P ms fercies.of. L m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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for pile shown in fig. below, Sind Qu
дозжазт
3m
XX
=30
S=0.84
Sang XXX
Ks=1+3 =
16 kN
m.
꽃
Q=36
Sand
G= 0.74 ks = 104 85-4 1711.
m
clay
си=50 кра
207
Xead = 18 KN 3
Q2
* Qu=Ap
4 Qb = AP (CNC + BV₂NH
j
+0.5XD NY
5m
• Q₁ = {(ca + ks Sv tand
*As
L=1
۲/۵
12m
BAZAT CHEES
Transcribed Image Text:for pile shown in fig. below, Sind Qu дозжазт 3m XX =30 S=0.84 Sang XXX Ks=1+3 = 16 kN m. 꽃 Q=36 Sand G= 0.74 ks = 104 85-4 1711. m clay си=50 кра 207 Xead = 18 KN 3 Q2 * Qu=Ap 4 Qb = AP (CNC + BV₂NH j +0.5XD NY 5m • Q₁ = {(ca + ks Sv tand *As L=1 ۲/۵ 12m BAZAT CHEES
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