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Make a preliminary selection of the column size. From Eq. (11-19a) for = 0.015, Pg Pu Ag(rial) = 0.40(f. + fyPg) 134 0.40(4 + 0.015 x 60) = 68.4 in.? or 8.3 in. square Because of the anticipated slenderness effects and because of the large moments, we will take a larger column. Try 14 in. X 14 in. columns throughout.

Make a preliminary selection of the column size. From Eq. (11-19a) for = 0.015, Pg Pu Ag(rial) = 0.40(f. + fyPg) 134 0.40(4 + 0.015 x 60) = 68.4 in.? or 8.3 in. square Because of the anticipated slenderness effects and because of the large moments, we will take a larger column. Try 14 in. X 14 in. columns throughout.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Make a preliminary selection of the column size. From Eq. (11-19a) for = 0.015, Pg Pu Ag(rial) = 0.40(f. + fyPg) 134 0.40(4 + 0.015 x 60) = 68.4 in.? or 8.3 in. square Because of the anticipated slenderness effects and because of the large moments, we will take a larger column. Try 14 in. X 14 in. columns throughout.
Transcribed Image Text:Make a preliminary selection of the column size. From Eq. (11-19a) for = 0.015, Pg Pu Ag(rial) = 0.40(f. + fyPg) 134 0.40(4 + 0.015 x 60) = 68.4 in.? or 8.3 in. square Because of the anticipated slenderness effects and because of the large moments, we will take a larger column. Try 14 in. X 14 in. columns throughout.
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