3.4.1.2.0A, OB, AA, AB. E=29 x 106 psi. I = 1500 in..25 k154 kNm62.0 KN0A, AA. E=29 x 106. I-1000 in.4.90 kNmA1-56--5 ft-P30.0 kN4 klf12 ft8 kN/m3.0 mB4.0 m3 mA10 ft12 ft30 kNBB C1.0 m30 kN1 m

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Engineering

Civil Engineering

0A, OB. AA, AB. E=29 x 106 psi. I = 1500 in.. 25 k A -5 ft B 10 ft

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

Laws of Equilibrium

A body is said to be in equilibrium if the system of forces acting on the body tends to keep the body at rest, in other words, there is no translation motion or net torque on the body. Under such conditions, the equilibrium conditions are to be applied to analyze the condition. The branch of mechanics that deals with this condition is known as 'statics'. Under equilibrium, there are no net forces on the body.

Question

3.
4.
1.
2.
0A, OB, AA, AB. E=29 x 106 psi. I = 1500 in..
25 k
154 kNm
62.0 KN
0A, AA. E=29 x 106. I-1000 in.4.
90 kNm
A
1-56-
-5 ft-
P
30.0 kN
4 klf
12 ft
8 kN/m
3.0 m
B
4.0 m
3 m
A
10 ft
12 ft
30 kN
B
B C
1.0 m
30 kN
1 m

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