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00144 0.01am 0.09m 0.0144m 0.09m For the beams shown below: 1- Draw shear force and bending moment diagrams. 2- Find the maximum flexural compression and tension sti 3- Find the maximum shear stress. 4- Find the deflection midway between the supports (use singularity functions & E 0.00012kpa). P- 18kN 0.3m 0.0144 Cross-section of the beams P-18kN R₁ 2.4 m P-18kN 4.8 m 3.6 m 3.6 m 4.8m 2.4. Rb Ra Rb Ra Rb . "

00144 0.01am 0.09m 0.0144m 0.09m For the beams shown below: 1- Draw shear force and bending moment diagrams. 2- Find the maximum flexural compression and tension sti 3- Find the maximum shear stress. 4- Find the deflection midway between the supports (use singularity functions & E 0.00012kpa). P- 18kN 0.3m 0.0144 Cross-section of the beams P-18kN R₁ 2.4 m P-18kN 4.8 m 3.6 m 3.6 m 4.8m 2.4. Rb Ra Rb Ra Rb . "

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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For the beams shown below: 030144 010144 0.09m 0.09m 0.0144m • 0.3m 1- Draw shear force and bending moment diagrams. 2- Find the maximum flexural compression and tension sti 3- Find the maximum shear stress. 4- Find the deflection midway between the supports (use singularity functions & E 0.00012kpa). P- 18kN 0.0144 Cross-section of the beams P-18kN Ra 2.4 m M- 24 kN.m Ra 7.2 m W 6kN/ kN/m P-18kN 4.8 m 3.6 m→ 3.6 m 4.8m 2.4 m R R Rs R Rb M-24 kN.m M-24kN.m 3.6 m 3.6m -7.2m R, R, R R Rb W= 6kN/m w= 6N N/m 2.4m 4.8m 2.4-2.4-2.4 4.8m R₁ R₁ Ra Rb Ra w-12kN/m " 12kN/m 2.4m 4.8 m 2.4m 2.4m 2.4m 4.8 m Ra R R R R 1 Rb 2.4m 2.4m W Rb 12kN/m 12kN/m W 12kN/m Wa 12kN/m -2.4m R₁ -4.8m R R 2.4 2.4 2.4m -4.8m 2.4m Rb Ra Rb
Transcribed Image Text:For the beams shown below: 030144 010144 0.09m 0.09m 0.0144m • 0.3m 1- Draw shear force and bending moment diagrams. 2- Find the maximum flexural compression and tension sti 3- Find the maximum shear stress. 4- Find the deflection midway between the supports (use singularity functions & E 0.00012kpa). P- 18kN 0.0144 Cross-section of the beams P-18kN Ra 2.4 m M- 24 kN.m Ra 7.2 m W 6kN/ kN/m P-18kN 4.8 m 3.6 m→ 3.6 m 4.8m 2.4 m R R Rs R Rb M-24 kN.m M-24kN.m 3.6 m 3.6m -7.2m R, R, R R Rb W= 6kN/m w= 6N N/m 2.4m 4.8m 2.4-2.4-2.4 4.8m R₁ R₁ Ra Rb Ra w-12kN/m " 12kN/m 2.4m 4.8 m 2.4m 2.4m 2.4m 4.8 m Ra R R R R 1 Rb 2.4m 2.4m W Rb 12kN/m 12kN/m W 12kN/m Wa 12kN/m -2.4m R₁ -4.8m R R 2.4 2.4 2.4m -4.8m 2.4m Rb Ra Rb
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