1. Draw the shear and bending moment diagrams for the reinforced concrete footing subjected to the downward column loading of 22.5 kN/m and the upward soil reaction of 7.5 kN/m, as shown in the figure. -1.2 m -1.2 m -1.2 m- 22 kN/m A D 7.5 kN/m
1. Draw the shear and bending moment diagrams for the reinforced concrete footing subjected to the downward column loading of 22.5 kN/m and the upward soil reaction of 7.5 kN/m, as shown in the figure. -1.2 m -1.2 m -1.2 m- 22 kN/m A D 7.5 kN/m
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter7: Settlement Of Shallow Foundations
Section: Chapter Questions
Problem 7.2P: A planned flexible load area (see Figure P7.2) is to be 3 m × 4.6 m and carries a uniformly...
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draw the shear and bending moment diagrams for the reinforced concrete footing subjected to the downward column loading of 22.5 kn/m and the upward soil reaction of 7.5 kn/m, as shown in the figure
![l SMART
10:36 AM
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Untitled document
Homework 4
Solve the following problems.
1. Draw the shear and bending moment diagrams for the reinforced
column loading of
22.5 kN/m and the upward soil reaction of 7.5 kN/m, as shown in
concrete
footing subjected to
the downward
the figure.
-1.2 m-
-1.2 m
1.2 m
22 kN/m
A
B
C
7.5 kN/m
2.
Draw
the
shear
and
bending
moment
diagrams
and
the
qualitative deflected shape for the beam shown.
30 kN/m
-10m
-5 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ffce20d01-9484-492f-9e15-50fc47d832f5%2F67a9f37f-34a2-4723-9155-288f9561e797%2Fdj5g72c_processed.jpeg&w=3840&q=75)
Transcribed Image Text:l SMART
10:36 AM
© 100%
Untitled document
Homework 4
Solve the following problems.
1. Draw the shear and bending moment diagrams for the reinforced
column loading of
22.5 kN/m and the upward soil reaction of 7.5 kN/m, as shown in
concrete
footing subjected to
the downward
the figure.
-1.2 m-
-1.2 m
1.2 m
22 kN/m
A
B
C
7.5 kN/m
2.
Draw
the
shear
and
bending
moment
diagrams
and
the
qualitative deflected shape for the beam shown.
30 kN/m
-10m
-5 m
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