50 kN 6.25 kN/m By В 2,5 m 2.5 m 4 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![50 kN
6.25 kN/m
By
В
2,5 m
2.5 m
4 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc21cec12-147c-4d31-94be-6d9e54fd9595%2F4bb52181-9311-4bf3-aa80-42efa0f7beab%2Fo6myqtq_processed.png&w=3840&q=75)
Transcribed Image Text:50 kN
6.25 kN/m
By
В
2,5 m
2.5 m
4 m
![2 In the beam ABC shown in Fig. P.16.32 the support at B settles by 10 mm when the loads are
applied. If the second moment of area of the spans AB and BC are 83.4×10° mm“ and
125.1x10° mm“, respectively, and Young's modulus, E,of the material of the beam is
207000 N/mm², calculate the support reactions using the moment distribution method.
Ans. Rc=28.6 kN, Rg=15.8 kN, RA=30.5 kN, MA=53.9 kNm.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc21cec12-147c-4d31-94be-6d9e54fd9595%2F4bb52181-9311-4bf3-aa80-42efa0f7beab%2Fnvqpm0h_processed.png&w=3840&q=75)
Transcribed Image Text:2 In the beam ABC shown in Fig. P.16.32 the support at B settles by 10 mm when the loads are
applied. If the second moment of area of the spans AB and BC are 83.4×10° mm“ and
125.1x10° mm“, respectively, and Young's modulus, E,of the material of the beam is
207000 N/mm², calculate the support reactions using the moment distribution method.
Ans. Rc=28.6 kN, Rg=15.8 kN, RA=30.5 kN, MA=53.9 kNm.
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