1. a) Use the Force Method to determine the reactions and draw the shear and moment diagramsfor the beam shown. Select By as the redundant reaction. E=30000 ksi,I = 288 inª. b) Repeat,if, in addition to the applied forces, support B settles 0.5 in. vertically downward (requires amodification of the compatibility equation).L|12 ftB6 ft C2 k/ft6 ftD

Given:- E=30000ksi I=288in4 To find:- reaction shear and moment diagrams

eam shown. Select By as the redundant reaction. E = 30000 ksi,I = 288 in4. b) tion to the applied forces, support B settles 0.5 in. vertically downward (requires on of the compatibility equation). A 12 ft B 2 k/ft 6 ft C 6 ft D

eam shown. Select By as the redundant reaction. E = 30000 ksi,I = 288 in4. b) tion to the applied forces, support B settles 0.5 in. vertically downward (requires on of the compatibility equation). A 12 ft B 2 k/ft 6 ft C 6 ft D

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

1. a) Use the Force Method to determine the reactions and draw the shear and moment diagrams
for the beam shown. Select By as the redundant reaction. E=30000 ksi,I = 288 inª. b) Repeat,
if, in addition to the applied forces, support B settles 0.5 in. vertically downward (requires a
modification of the compatibility equation).
L
|
12 ft
B
6 ft C
2 k/ft
6 ft
D

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