Problem 3.4. A column in a two-story building is fabricated from square structural tubing having the cross-sectional dimensions shown in Figure (Problem 3.4). Axial loads PA =200 kN and PB =350 kN are applied to the column at levels A and B, as shown in Figure (Problem 3.4a). Determine the axial stress o in segment AB of the column and the axial stress oz in segment BC of the column. Neglect the weight of the column itself. PA = 200 kN 150 mm, (1) I = 12 mm 150 mm P = 350 kN (2) t2= 15 mm 200 mm 200 mm (a) (b)

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem 3.4. A column in a two-story building is fabricated from square structural tubing
having the cross-sectional dimensions shown in Figure (Problem 3.4). Axial loads PA
=200 kN and PB=350 kN are applied to the column at levels A and B, as shown in Figure
(Problem 3.4a). Determine the axial stress o in segment AB of the column and the axial
stress oz in segment BC of the column. Neglect the weight of the column itself.
PA = 200 kN
150 mm,
(1)
= 12 mm
150 mm
P = 350 kN
(2)
th = 15 mm
200 mm
200 mm
(a)
(b)
Transcribed Image Text:Problem 3.4. A column in a two-story building is fabricated from square structural tubing having the cross-sectional dimensions shown in Figure (Problem 3.4). Axial loads PA =200 kN and PB=350 kN are applied to the column at levels A and B, as shown in Figure (Problem 3.4a). Determine the axial stress o in segment AB of the column and the axial stress oz in segment BC of the column. Neglect the weight of the column itself. PA = 200 kN 150 mm, (1) = 12 mm 150 mm P = 350 kN (2) th = 15 mm 200 mm 200 mm (a) (b)
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