SITUATION 2: The cantilever beam shown is fixed at C.Given: L=2.5 m, a=0.3 m, P=40 kN, w=8 kN/mCalculate the moment (kN-m) at C.a.25P.b.100C.125d. 150Calculate the torque (kN-m) at C.a.10b.12C.18d. 15Calculate the shear (kN) at C.a.60b. 20C.40d. 80

Using concept of bending moment ,shear force and torque

SITUATION 2: The cantilever beam shown is fixed at C. Given: L=2.5 m, a=0.3 m, P=40 kN, w=8 kN/m Calculate the moment (kN-m) at C. а. 25 P. b. 100 c. 125 d. 150 Calculate the torque (kN-m) at C. L. a. 10 b. 12 C. 18 d. 15 Calculate the shear (kN) at C. а. 60 b. 20 C. 40 d. 80

SITUATION 2: The cantilever beam shown is fixed at C. Given: L=2.5 m, a=0.3 m, P=40 kN, w=8 kN/m Calculate the moment (kN-m) at C. а. 25 P. b. 100 c. 125 d. 150 Calculate the torque (kN-m) at C. L. a. 10 b. 12 C. 18 d. 15 Calculate the shear (kN) at C. а. 60 b. 20 C. 40 d. 80

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

SITUATION 2: The cantilever beam shown is fixed at C.
Given: L=2.5 m, a=0.3 m, P=40 kN, w=8 kN/m
Calculate the moment (kN-m) at C.
a.
25
P.
b.
100
C.
125
d. 150
Calculate the torque (kN-m) at C.
a.
10
b.
12
C.
18
d. 15
Calculate the shear (kN) at C.
a.
60
b. 20
C.
40
d. 80

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