Solve for and give a good explantion and step by step solution Values of I0.250.240.220.200.180.160.140.120.100.080.060.040.020.000.010.58-P0₂Zq per print aream & n areinterchangeable246 80.11.81.6m = ∞03.0-2.52Values of n = 1/₂2.04 6 81.021.41.21.00.90.80.70.60.50.40.30.2m = 0.1m = 0.04 6 8 10 1.The square foundation below carries uniformly distributed loading q-120 kPa. Find anincrease of pressure at points A and B using the attached influence chart.PLAN VIEWΑΦAO4mBOSANDBCLAY3 m7m1m3m3m

Solution: Consider two rectangle sections 1,2 each with a corner of A. The vertical stress below…

1. The square foundation below carries uniformly distributed loading q=120 kPa. Find an increase of pressure at points A and B using the attached influence chart. D. PLAN VIEW AO 4m BO SAND B CLAY 3m 7m 1 m 3m 3m

1. The square foundation below carries uniformly distributed loading q=120 kPa. Find an increase of pressure at points A and B using the attached influence chart. D. PLAN VIEW AO 4m BO SAND B CLAY 3m 7m 1 m 3m 3m

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

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

Solve for and give a good explantion and step by step solution

Values of I
0.25
0.24
0.22
0.20
0.18
0.16
0.14
0.12
0.10
0.08
0.06
0.04
0.02
0.00
0.01
0.5
8-
P
0₂
Z
q per print area
m & n are
interchangeable
246 80.1
1.8
1.6
m = ∞0
3.0-
2.5
2
Values of n = 1/₂
2.0
4 6 81.0
2
1.4
1.2
1.0
0.9
0.8
0.7
0.6
0.5
0.4
0.3
0.2
m = 0.1
m = 0.0
4 6 8 10

1.
The square foundation below carries uniformly distributed loading q-120 kPa. Find an
increase of pressure at points A and B using the attached influence chart.
PLAN VIEW
ΑΦ
AO
4m
BO
SAND
B
CLAY
3 m
7m
1m
3m
3m

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