Determine the reactions at the fixed support at A and the roller at B. Support B settles 5 mm. Take E = 200 GPa and 1 = 300 (106) mmª. 10 kN/m B
Determine the reactions at the fixed support at A and the roller at B. Support B settles 5 mm. Take E = 200 GPa and 1 = 300 (106) mmª. 10 kN/m B
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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the 2nd pic is the answer key
![1. By = 18.3 kN; Ay = 41.7 kN; M₁ = 70.0 kN-m
A](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0cb76ce4-f9e5-439f-99cb-86d9ba4045ad%2F56b35efb-e431-4db2-90d5-67716154f920%2F52ox1ck_processed.jpeg&w=3840&q=75)
Transcribed Image Text:1. By = 18.3 kN; Ay = 41.7 kN; M₁ = 70.0 kN-m
A
![Determine the reactions at the fixed support at A and the
roller at B. Support B settles 5 mm.
Take E = 200 GPa and I = 300 (106) mm4.
10 kN/m
B
A
6 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0cb76ce4-f9e5-439f-99cb-86d9ba4045ad%2F56b35efb-e431-4db2-90d5-67716154f920%2Ftisrw4z_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Determine the reactions at the fixed support at A and the
roller at B. Support B settles 5 mm.
Take E = 200 GPa and I = 300 (106) mm4.
10 kN/m
B
A
6 m
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