P1180 Problem 2) (40 points) For the beam with the factored loads as shown, design the lightest 50 ksi wide flange. The

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P1180 Problem 2) (40 points) For the beam with the factored loads as shown, design the lightest 50 ksi wide flange. The

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P1180 Problem 2 40 Points For The Beam With The Factored Loads As Shown Design The Lightest 50 Ksi Wide Flange The 1
P1180 Problem 2 40 Points For The Beam With The Factored Loads As Shown Design The Lightest 50 Ksi Wide Flange The 1 (130.59 KiB) Viewed 18 times
P1180 Problem 2) (40 points) For the beam with the factored loads as shown, design the lightest 50 ksi wide flange. The beam is braced against lateral torsional buckling at the supports only. You can omit the weight GO P2 of the beam, and assume that shear in the web is OK and that the bearing plates have been designed such that web b yielding and crippling are not problems. Values are P1 = 180k, and P2 = 60k. L2 = 14 ft, L3 = 7 ft, H' 141 7 Assume Strung Axis Bendo L2 L2 id L3
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