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7:19.307 T₁ = 413183.5937 1847.041667 An overhangs beam ABC is loaded as shown in Fig. 2. Determine 1) deflection at point C, 2) maximum deflection between A and B. Take E-200*10° KN/m² and 1-24*10m. A Ymex(AB) ம் 2m -240 4m X=4 4RR + 15x6 = Fig. 2 15kN

7:19.307 T₁ = 413183.5937 1847.041667 An overhangs beam ABC is loaded as shown in Fig. 2. Determine 1) deflection at point C, 2) maximum deflection between A and B. Take E-200*10° KN/m² and 1-24*10m. A Ymex(AB) ம் 2m -240 4m X=4 4RR + 15x6 = Fig. 2 15kN

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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7:19.307 T₁ = 413183.5937 1847.041667 An overhangs beam ABC is loaded as shown in Fig. 2. Determine 1) deflection at point C, 2) maximum deflection between A and B. Take E-200*10° KN/m² and 1-24*10m. A Ymex(AB) ம் 2m -240 4m X=4 4RR + 15x6 = Fig. 2 15kN
Transcribed Image Text:7:19.307 T₁ = 413183.5937 1847.041667 An overhangs beam ABC is loaded as shown in Fig. 2. Determine 1) deflection at point C, 2) maximum deflection between A and B. Take E-200*10° KN/m² and 1-24*10m. A Ymex(AB) ம் 2m -240 4m X=4 4RR + 15x6 = Fig. 2 15kN
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