Prob 2. The cantilever beam shown in the figure is built into a wall 2 ft thick so that it rests against points A and B. The beam is 10 ft long and weighs 150(2+x) lb per ft. Determine the reactions at A and B. Let x be the last number of your student # , e.g., 2nnn-nnnnn5, x=5. Use PMDAS to calculate the given load. If you calculate the incorrect load, then you'll get no points for this number. X=6 4 ft 4000 lb 4 ft 150(2+x) lb/ft A 2 ft B

Prob 2. The cantilever beam shown in the figure is built into a wall 2 ft thick so that it rests against points A and B. The beam is 10 ft long and weighs 150(2+x) lb per ft. Determine the reactions at A and B. Let x be the last number of your student # , e.g., 2nnn-nnnnn5, x=5. Use PMDAS to calculate the given load. If you calculate the incorrect load, then you'll get no points for this number. X=6 4 ft 4000 lb 4 ft 150(2+x) lb/ft A 2 ft B

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

Prob 2. The cantilever beam shown the figure is built into a wall 2 ft thick so
that it rests against points A and B. The beam is 10 ft long and weighs 150(2+x)
lb per ft. Determine the reactions at A and B.
Let x be the last number of your student #, e.g., 2nnn-nnnnn5, x=5. Use PMDAS
to calculate the given load. If you calculate the incorrect load, then you'll get no
points for this number.
X=6
4 ft
4000 lb
4 ft
150(2+x) lb/ft
A
2 ft
B

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