3. Given: A simple beam is subjected to the loads as shown (loads at service level). Required: 1) Factor the loads based on the load combinations for the strength design. 2) Draw the shear and moment diagrams of the beam. 3) Determine the design shear (maximum shear force) and design moment (maximum bending moment) of beam. IPL = 8.25K 8' •PD=9.00k 16' 24 WB=1.50k/f+

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