For the beam (black line) and cable (green line) arrangement shown below, calculate the reactions at points A and B. a = 3.0 m, b = 1.5 m and c = 2.0 m. w = 4.5 kN/m and theta = 35 deg. Reaction force at A in y direction (kN, positive up): Reaction force at A in x direction (kN, positive right): Reaction force at B in y direction (kN, positive up): Reaction force at B in x direction (kN, positive right): RBX → Do ↑ RBY 0 RAX→ RAY b с W

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For the beam (black line) and cable (green line) arrangement shown below, calculate the reactions at points A and B. a = 3.0 m, b = 1.5 m and c = 2.0 m. w = 4.5 kN/m and theta = 35 deg.
Reaction force at A in y direction (kN, positive up):
Reaction force at A in x direction (kN, positive right):
Reaction force at B in y direction (kN, positive up):
Reaction force at B in x direction (kN, positive right):
RBX
↑
RBY
0
8
↑
RAY
RAX→
b
W
Transcribed Image Text:For the beam (black line) and cable (green line) arrangement shown below, calculate the reactions at points A and B. a = 3.0 m, b = 1.5 m and c = 2.0 m. w = 4.5 kN/m and theta = 35 deg. Reaction force at A in y direction (kN, positive up): Reaction force at A in x direction (kN, positive right): Reaction force at B in y direction (kN, positive up): Reaction force at B in x direction (kN, positive right): RBX ↑ RBY 0 8 ↑ RAY RAX→ b W
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