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(5) Determine the components of reaction at the fixed support A. The 400 N, 500 N, and 600 N forces are parallel to the x, y, z axes, respectively. Be sure to draw the unknown support reactions at fixed support A.

(5) Determine the components of reaction at the fixed support A. The 400 N, 500 N, and 600 N forces are parallel to the x, y, z axes, respectively. Be sure to draw the unknown support reactions at fixed support A.

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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ENGR&214 Spring 2017 1. (5) Determine the components of reaction at the fixed support A. The 400 N, 500 N, and 600 N forces are parallel to the x, y, z axes, respectively. Be sure to draw the unknown support reactions at fixed support A. EFx=0: Ax - 400N = 0 400 N Ax = EFY:0. Ay. 1 AY 1+ EF2 = 0: Az A z 500 N = 0 500 N F 600 N 0 = 600 N +2 : 400 N (HA)2 = 0. (HA)2 = 0 (HA) y = 0: (MA)Y - 600 (0.75 m) (HA) y = 600N (0.75m) (HA) Y = 450 N. m/ xx₂ +3.5/5 M² Ax ✓✓ (EMA)X = 0 (MA)x - 600N (075) - LIDON (0. Samt = 0 (MA)X (MA)x= DO Initials A -1 600 N (0.75m) + 400 N (0.5m) 650 N.m 0 1m 0.5 m 0.75 m 0.75 A 500 N AY (MAY 600 N 8½/2 1/2 there is another applied force causing moment about yaxs Ax = 400 N Ay Az “ = 500 NV 600 N 1, (MA)x= 650m (MA)Y = 450.m (MA) z = 0 N.m Page 2 of 5
Transcribed Image Text:ENGR&214 Spring 2017 1. (5) Determine the components of reaction at the fixed support A. The 400 N, 500 N, and 600 N forces are parallel to the x, y, z axes, respectively. Be sure to draw the unknown support reactions at fixed support A. EFx=0: Ax - 400N = 0 400 N Ax = EFY:0. Ay. 1 AY 1+ EF2 = 0: Az A z 500 N = 0 500 N F 600 N 0 = 600 N +2 : 400 N (HA)2 = 0. (HA)2 = 0 (HA) y = 0: (MA)Y - 600 (0.75 m) (HA) y = 600N (0.75m) (HA) Y = 450 N. m/ xx₂ +3.5/5 M² Ax ✓✓ (EMA)X = 0 (MA)x - 600N (075) - LIDON (0. Samt = 0 (MA)X (MA)x= DO Initials A -1 600 N (0.75m) + 400 N (0.5m) 650 N.m 0 1m 0.5 m 0.75 m 0.75 A 500 N AY (MAY 600 N 8½/2 1/2 there is another applied force causing moment about yaxs Ax = 400 N Ay Az “ = 500 NV 600 N 1, (MA)x= 650m (MA)Y = 450.m (MA) z = 0 N.m Page 2 of 5
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