Question: St eel Design: Wind Horizontal Point Load Floor 1 = 1 0 0 kips Floor 2 = 7 5 kips. The supports are Pin -

St eel Design: Wind Horizontal Point Load Floor

1 = 100

kips Floor

2 = 75

kips. The supports are Pin

-

Pin. Determine a Suitable L

-

Shape for the Diagonal member. Please show how to cal culate and reference from the AISC Steel Manual. Thankshow do i submit a question to an expert with cheggs new terrible User interface

St eel Design: Wind Horizontal Point Load Floor 1

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