for pile shown in fig. below, Sind Quдозжазт3mXX=30S=0.84Sang XXXKs=1+3 =16 kNm.꽃Q=36SandG= 0.74 ks = 104 85-4 1711.mclayси=50 кра207Xead = 18 KN 3Q2* Qu=Ap4 Qb = AP (CNC + BV₂NHj+0.5XD NY5m• Q₁ = {(ca + ks Sv tand*AsL=1۲/۵12mBAZAT CHEES

Given, Ap = 0.3 x 0.3 = 0.09 m2 L = 10 m

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

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

Problem 1P

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Concept explainers

Pricing Excavation and Backfill

Backfill, in construction, is the activity of returning the soil and gravel that are removed during building construction or using them again to toughen and support the foundation of the building or any other structural component.

Question

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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