Q2(50 pts) For the beam shown below the material fails in shear at 8 Mpa (t failure = 8 MPa). Use LRFD Design Approach a

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Q2 50 Pts For The Beam Shown Below The Material Fails In Shear At 8 Mpa T Failure 8 Mpa Use Lrfd Design Approach A 1 (42.96 KiB) Viewed 21 times

Q2(50 pts) For the beam shown below the material fails in shear at 8 Mpa (t failure = 8 MPa). Use LRFD Design Approach and find the minimum area of the beam to resist the given loads. Assume that all the loads shown below are Live Loads and the beam has no self-weight (or dead load). 1. Draw the shear and moment diagram by using the amplified loads. 2. Find the minimum area of the beam to resist the given loads Live Load Amplification Factor You = 1.6 Material Resistance Safety Coefficient for Shear o=0.75 Mi is an external Moment (Nm) P1 is Point Load (kN) Wand W, are load functions given for the distributed load (kN/m) W, XN/m lo S M, kNm W kN/m_ P, KN 2 m 3 m 3 m 2 m 4 m