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Ghulation of Reaction-Node- UL load Imfensidy : 86-19. Rat Ror-42-(104지. 82)을-(96+21.62) x 3,6 3.94 42KN RA+RB = 193.806 KN -- 36KN/m Ta king moment about Point'a" - 3.6m -3m- Re - (1. 82+ 10) x x( 1.31+3-6)+ R8X 8-6 - ( 86+21-82 )* 3.6% 1.65- 4.2x66 -234.35 + 3-6 x RA- 171.72- 4.2 X 6 6 =0 R8 = 683-27 - 189.79 KN %3D 3.6 R6 = 189.79 KN b) = Moment Reaction at A: -42x 6.6- (+10) x 5-6x2. 678 2. +189.79x3-6 : 0476 KN- m

Ghulation of Reaction-Node- UL load Imfensidy : 86-19. Rat Ror-42-(104지. 82)을-(96+21.62) x 3,6 3.94 42KN RA+RB = 193.806 KN -- 36KN/m Ta king moment about Point'a" - 3.6m -3m- Re - (1. 82+ 10) x x( 1.31+3-6)+ R8X 8-6 - ( 86+21-82 )* 3.6% 1.65- 4.2x66 -234.35 + 3-6 x RA- 171.72- 4.2 X 6 6 =0 R8 = 683-27 - 189.79 KN %3D 3.6 R6 = 189.79 KN b) = Moment Reaction at A: -42x 6.6- (+10) x 5-6x2. 678 2. +189.79x3-6 : 0476 KN- m

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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Ghulation of Reaction-Node- UL load Imfensidy : (6-19. Rat Ror-42- (104+지 82)를 -(36+21.82) × 3,6 3.94 42 KN RA+RB= 193.806 KN -- 36KN/m Ta king moment about Point'A" 3m Re S-6m - (1.82 + 10) x2 x( 1.31+3-6) + Rg x8-6 - ( 86+21.82 )x 3-6g 1-65 - 4.2×6 -234.35 + 3-6x RB-171.72-4.2 X 6.6 =0 RB - 663-27 = 189.79 KN 3.6 R6 = 189.79 KN %3D b) = Moment Reaction at A: -42x 6.6- (+10) x 6-6x2. 678 %3D +189.79x3-6 MyA = : 0476 KN- m c) Befledion- 150x 150 12 = 42.2 x (o6 mmy I= E = 0. 80N/mm? = 0.8x 105 N/mm? d= 3m. %3D Ymay= 30 EI 42.2x 106x .8M1o5x 30
Transcribed Image Text:Ghulation of Reaction-Node- UL load Imfensidy : (6-19. Rat Ror-42- (104+지 82)를 -(36+21.82) × 3,6 3.94 42 KN RA+RB= 193.806 KN -- 36KN/m Ta king moment about Point'A" 3m Re S-6m - (1.82 + 10) x2 x( 1.31+3-6) + Rg x8-6 - ( 86+21.82 )x 3-6g 1-65 - 4.2×6 -234.35 + 3-6x RB-171.72-4.2 X 6.6 =0 RB - 663-27 = 189.79 KN 3.6 R6 = 189.79 KN %3D b) = Moment Reaction at A: -42x 6.6- (+10) x 6-6x2. 678 %3D +189.79x3-6 MyA = : 0476 KN- m c) Befledion- 150x 150 12 = 42.2 x (o6 mmy I= E = 0. 80N/mm? = 0.8x 105 N/mm? d= 3m. %3D Ymay= 30 EI 42.2x 106x .8M1o5x 30
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