A beam ABCD is supported at A, C and D, has an internal hinge at B and is loaded with linearly varying load between A and B having maximum intensity of Q =5.1 kN/m at end A. There is also a concentrated load of P = 5.1 kN acting at point B and a uniform distributed load of intensity R=4.4 kN/m between C and D as shown in the figure .The reaction at D in kN is pEN RKNm A B to 4m– Ro RA 2m IRC
A beam ABCD is supported at A, C and D, has an internal hinge at B and is loaded with linearly varying load between A and B having maximum intensity of Q =5.1 kN/m at end A. There is also a concentrated load of P = 5.1 kN acting at point B and a uniform distributed load of intensity R=4.4 kN/m between C and D as shown in the figure .The reaction at D in kN is pEN RKNm A B to 4m– Ro RA 2m IRC
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A beam ABCD is supported at A, C and D, has an internal hinge at B and is loaded with linearly varying
load between A and B having maximum intensity of Q =5.1 kN/m at end A. There is also a concentrated
load of P = 5.1 kN acting at point B and a uniform distributed load of intensity R=4.4 kN/m between C
and D as shown in the figure .The reaction at D in kN is
PEN
RKNm
A
不
Ho 4m
2m
Ro
RA
6m
IRC](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0d09fe35-8c6c-43f1-9aa9-29067b645b03%2Fba64bc22-58e5-40a8-b1db-e7809c4c981c%2F4zw9mp_processed.png&w=3840&q=75)
Transcribed Image Text:A beam ABCD is supported at A, C and D, has an internal hinge at B and is loaded with linearly varying
load between A and B having maximum intensity of Q =5.1 kN/m at end A. There is also a concentrated
load of P = 5.1 kN acting at point B and a uniform distributed load of intensity R=4.4 kN/m between C
and D as shown in the figure .The reaction at D in kN is
PEN
RKNm
A
不
Ho 4m
2m
Ro
RA
6m
IRC
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