Shown in the figure below, draw 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 B C 2m 2m 4.5m 2.0m 3.0m 1.5m a= 54 b= 57 C= 19 they are not acting simultaneously
Shown in the figure below, draw 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 B C 2m 2m 4.5m 2.0m 3.0m 1.5m a= 54 b= 57 C= 19 they are not acting simultaneously
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:1. For the beam shown in the figure below, draw the influence lines for R, Re, R, Vo 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
B
C
2m
2m
4.5m
2.0m
3.0m
1.5m
a= 54
b= 57
C= 19
they are not acting simultaneously
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