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(3) Two beams AB and BC are pinned connected at B, fixed to wall A and supported by a roller at C. For the loading shown, determine (a) the reactions at the wall support A, (b) the internal shear force and bending moment in the beam at section D, which is located 1 m from the fixed end A. Ans: (a) Ay = 1550 N 1, MA = 3800 N·m CCW (b) VD=1438 N, MD = -2290 N·m 450 N/m D 600 N -2 m -2 m- B 400 N/m 2.5m

(3) Two beams AB and BC are pinned connected at B, fixed to wall A and supported by a roller at C. For the loading shown, determine (a) the reactions at the wall support A, (b) the internal shear force and bending moment in the beam at section D, which is located 1 m from the fixed end A. Ans: (a) Ay = 1550 N 1, MA = 3800 N·m CCW (b) VD=1438 N, MD = -2290 N·m 450 N/m D 600 N -2 m -2 m- B 400 N/m 2.5m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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(3) Two beams AB and BC are pinned connected at B, fixed to wall A and supported by a roller at C. For the loading shown, determine (a) the reactions at the wall support A, (b) the internal shear force and bending moment in the beam at section D, which is located 1 m from the fixed end A. Ans: (a) Ay = 1550 N 1, M₁ = 3800 N-m CCW (b) VD=1438 N, MD = -2290 N-m A 450 N/m D 600 N 2 m 2 m B 400 N/m 2.5m
Transcribed Image Text:(3) Two beams AB and BC are pinned connected at B, fixed to wall A and supported by a roller at C. For the loading shown, determine (a) the reactions at the wall support A, (b) the internal shear force and bending moment in the beam at section D, which is located 1 m from the fixed end A. Ans: (a) Ay = 1550 N 1, M₁ = 3800 N-m CCW (b) VD=1438 N, MD = -2290 N-m A 450 N/m D 600 N 2 m 2 m B 400 N/m 2.5m
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