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 Pa =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 = 12 mm 150 mm P= 350 kN (2) 2=15 mm |200 mm 200 mm (a) (b) Figure (Problem 3.4)

Structural Analysis
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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 Pg =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 o, 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)
12= 15 mm
200 mm
200 mm
(a)
(b)
Figure (Problem 3.4)
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 Pg =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 o, 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) 12= 15 mm 200 mm 200 mm (a) (b) Figure (Problem 3.4)
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