A two story office building has interior columns spaced 25 ft apart in two perpendicular directions. The columns are fixed at the roof, the second floor and the ground floor in both directions. Consider the dead load (6 inch-thick reinforced concrete slab at the roof and 8 inch thick reinforced concrete slab at the floor) as well as appropriate live load. Ignore other dead weight other than shown. Determine the following using A992 steel:  1) Dead load and live load supported by interior column at ground level 2) Select the most economical W12 section for the interior column at ground level

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6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter3: Tension Members
Section: Chapter Questions
Problem 3.3.1P
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A two story office building has interior columns spaced 25 ft apart in two perpendicular directions. The columns are fixed at the roof, the second floor and the ground floor in both directions. Consider the dead load (6 inch-thick reinforced concrete slab at the roof and 8 inch thick reinforced concrete slab at the floor) as well as appropriate live load. Ignore other dead weight other than shown. Determine the following using A992 steel:

 1) Dead load and live load supported by interior column at ground level 2) Select the most economical W12 section for the interior column at ground level

I-- I
20 ft
I
'C Interior Column
24 ft
I
I
2@25' = 50'
2@25' = 50'
Transcribed Image Text:I-- I 20 ft I 'C Interior Column 24 ft I I 2@25' = 50' 2@25' = 50'
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9781337094740
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Segui, William T.
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