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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