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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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Ax A AY →²FY = 0 +1 By 5. (5) For the beam loaded as shown, supported by the pin at A and the cord BC. a. Draw the Free Body Diagram for the beam. b. Determine the support reactions and tension in the cord, necessary for equilibrium.Take F = 50 kN. Neglect thickness of beam. EFx = 0: | BY = 2671. -½/2 - 26. 음 A x = 26.5 13 Ay - 26. 12 - FB. 3 + Tag 13 Ay = 26.12 + 50.3 AY 45KN ↑ = 56. 3 F C = B Bx = 50. 4 30 KN √ + = TBC +TBCX + A × ₁ = 0 (+≤M=0 ? -1,5 -2 m : 40 KN 30 KN 13 26 KN Page 5 of 5 ta 12 4 m 10 KN →>> B >t Ax = 10KN → Ay = 4 SKNT Bx = 40KN-> By = 30KN1
Transcribed Image Text:Ax A AY →²FY = 0 +1 By 5. (5) For the beam loaded as shown, supported by the pin at A and the cord BC. a. Draw the Free Body Diagram for the beam. b. Determine the support reactions and tension in the cord, necessary for equilibrium.Take F = 50 kN. Neglect thickness of beam. EFx = 0: | BY = 2671. -½/2 - 26. 음 A x = 26.5 13 Ay - 26. 12 - FB. 3 + Tag 13 Ay = 26.12 + 50.3 AY 45KN ↑ = 56. 3 F C = B Bx = 50. 4 30 KN √ + = TBC +TBCX + A × ₁ = 0 (+≤M=0 ? -1,5 -2 m : 40 KN 30 KN 13 26 KN Page 5 of 5 ta 12 4 m 10 KN →>> B >t Ax = 10KN → Ay = 4 SKNT Bx = 40KN-> By = 30KN1
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