Draw influence lines for the reactions at A and C and for the bending moment at E in the beam system shown in Fig. P.20.8. Note that the beam AB is supported on the lower beam at D by a roller. If two 10 kN loads, 5 m apart, cross the upper beam AB, determine the maximum values of the reactions at A and C and the bending moment at E. Ans. Ra(max)=16.7 kN, R(max)=17.5 kN, Mµ(max) =58.3 kNm.
Draw influence lines for the reactions at A and C and for the bending moment at E in the beam system shown in Fig. P.20.8. Note that the beam AB is supported on the lower beam at D by a roller. If two 10 kN loads, 5 m apart, cross the upper beam AB, determine the maximum values of the reactions at A and C and the bending moment at E. Ans. Ra(max)=16.7 kN, R(max)=17.5 kN, Mµ(max) =58.3 kNm.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![В
D
10 m
5m
5m
10 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb5207847-bd20-4504-978a-6368c70344ea%2F803cde63-22d6-493a-bb71-4b503fc0669f%2Fmcgzfn5_processed.png&w=3840&q=75)
Transcribed Image Text:В
D
10 m
5m
5m
10 m
![Draw influence lines for the reactions at A and C and for the bending moment at E in the
beam system shown in Fig. P.20.8. Note that the beam AB is supported on the lower beam
at D by a roller.
If two 10 kN loads, 5 m apart, cross the upper beam AB, determine the maximum values of the
reactions at A and C and the bending moment at E.
Ans. RA(max)=16.7 kN, Re(max)=17.5 kN, MẸ(max)=58.3 kNm.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb5207847-bd20-4504-978a-6368c70344ea%2F803cde63-22d6-493a-bb71-4b503fc0669f%2Fahbhf3w_processed.png&w=3840&q=75)
Transcribed Image Text:Draw influence lines for the reactions at A and C and for the bending moment at E in the
beam system shown in Fig. P.20.8. Note that the beam AB is supported on the lower beam
at D by a roller.
If two 10 kN loads, 5 m apart, cross the upper beam AB, determine the maximum values of the
reactions at A and C and the bending moment at E.
Ans. RA(max)=16.7 kN, Re(max)=17.5 kN, MẸ(max)=58.3 kNm.
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