Using the building section associated with the floor plan in figure below, assume a total dead load of 60 lb/ft2 all four floors ( do not include the self- weight of column in this problem). Calculate the axial forces in kips produced by dead loads in column A1 (axis A&1) in the first story. G1 A1 C1 L B3 B1 40' A2 G2 B4 B2 30' G3 C3 A3 2@13' = 26' I→ 2@13' = 26' 40' 30- -4 @ 10' = 30'

Using the building section associated with the floor plan in figure below, assume a total dead load of 60 lb/ft2 all four floors ( do not include the self- weight of column in this problem). Calculate the axial forces in kips produced by dead loads in column A1 (axis A&1) in the first story. G1 A1 C1 L B3 B1 40' A2 G2 B4 B2 30' G3 C3 A3 2@13' = 26' I→ 2@13' = 26' 40' 30- -4 @ 10' = 30'

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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