ASAP, please reject if you cannot answer it. A = 3F= 3 OBLEA simple beam with overhang is shown below.Consider P (in kN)= 12.5(A + F + 4) and AE =160,000 kN. If 5P is removed and a leftwardconcentrated load of 3P is applied at Da. Tabulate all the member forcesconsidering the given load.b. Tabulate all the member forces if a unitdownward concentrated load is placed atBc. Tabulate all the member forces if a unitrightward concentrated load is placed atBd. Determine the vertical displacement at Be. Determine the horizontal displacement atB648484848482 mA3P1.5 m5PB1.5 m2P

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Engineering

Civil Engineering

ASAP

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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Question

ASAP, please reject if you cannot answer it.

A = 3

F= 3

OBLE
A simple beam with overhang is shown below.
Consider P (in kN)= 12.5(A + F + 4) and AE =
160,000 kN. If 5P is removed and a leftward
concentrated load of 3P is applied at D
a. Tabulate all the member forces
considering the given load.
b. Tabulate all the member forces if a unit
downward concentrated load is placed at
B
c. Tabulate all the member forces if a unit
rightward concentrated load is placed at
B
d. Determine the vertical displacement at B
e. Determine the horizontal displacement at
B
64848484848
2 m
A
3P
1.5 m
5P
B
1.5 m
2P

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