For the beams shown below:0301440101440.09m0.09m 0.0144m•0.3m1- Draw shear force and bending moment diagrams.2- Find the maximum flexural compression and tension sti3- Find the maximum shear stress.4- Find the deflection midway between the supports(use singularity functions & E 0.00012kpa).P- 18kN0.0144Cross-section of the beamsP-18kNRa2.4 mM- 24 kN.mRa7.2 mW6kN/kN/mP-18kN4.8 m3.6 m→3.6 m4.8m2.4 mR RRs RRbM-24 kN.mM-24kN.m3.6 m 3.6m-7.2mR, R,R RRbW=6kN/mw=6NN/m2.4m4.8m2.4-2.4-2.44.8mR₁R₁ RaRb Raw-12kN/m"12kN/m2.4m4.8 m2.4m 2.4m 2.4m4.8 mRaR RR R1Rb2.4m2.4mWRb12kN/m12kN/mW12kN/mWa12kN/m-2.4mR₁-4.8mR R2.4 2.4 2.4m-4.8m2.4mRb RaRb

Note:-As per the guidelines we are only supposed to answer first question. With three sub parts.…

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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