Question: 1 - Using Fy = 5 0 ksi select the lightest available W - shape section for the span and loading shown below. Make your

1 -

Using Fy

= 50

ksi select the lightest available W

-

shape section for the span and loading shown below. Make your initial member selection based on moment and check for shear. Neglect the beam selfweight in your calculations. The Beam is assumed to have full lateral bracing of their compression flanges.

1 - Using Fy = 5 0 ksi select the lightest

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