Find the max upward reaction at E in kN. Put 0 if none45kN- concentrated load50kN/m- Live load23kN/m- Dead load 1. For the beam shown in the figure below, draw the influence lines for Ra, Rc, Re, Vp and M, and determinethe following maximum responses due to a concentrated live load of "a" kN, a uniformly distributedlive load of "b" kN/m, and a uniformly distributed dead load of "c" kN /m.a. Maximum upward reaction at A in kN, put "0" if none.b. Maximum upward reaction at C in kN, put "0" if none.C. Maximum upward reaction at E in kN, put "0" if none.d. Maximum negative shear at B in kN, put "0" if none.e. Maximum positive moment at B in kN-m, put "0" if none.AВCE2m2m4.5m-2.0m3.0m1.5mF.

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Civil Engineering

Find the max upward reaction at E in kN. Put 0 if none 45kN- concentrated load 50kN/m- Live load 23kN/m- Dead load

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

Find the max upward reaction at E in kN. Put 0 if none 45kN- concentrated load 50kN/m- Live load 23kN/m- Dead load

1. For the beam shown in the figure below, draw the influence lines for Ra, Rc, Re, Vp and M, and determine
the following maximum responses due to a concentrated live load of "a" kN, a uniformly distributed
live load of "b" kN/m, and a uniformly distributed dead load of "c" kN /m.
a. Maximum upward reaction at A in kN, put "0" if none.
b. Maximum upward reaction at C in kN, put "0" if none.
C. Maximum upward reaction at E in kN, put "0" if none.
d. Maximum negative shear at B in kN, put "0" if none.
e. Maximum positive moment at B in kN-m, put "0" if none.
A
В
C
E
2m
2m
4.5m
-2.0m
3.0m
1.5m
F.

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