A W14 x 32 section is used as a beam 6 m long. It is subjected to an axial tensile load P and a uniformly distributed lateral load of 10 kN/m (excluding beam weight). Find P. Fy = 248 MPa #14 x 32 Properties A-25032 mm² d-372.4 mm bf-374 mm 5x - 3420.2 x 10 mm ry-95.46 mm W,- 196.90 kg/m tw-16.4 mm tf-26.2 mm x-159.50mm

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A W14 x 32 section is used as a beam 6 m long. It is subjected to an axial tensile load P and a uniformly
distributed lateral load of 10 kN/m (excluding beam weight). Find P. Fy = 248 MPa
W14 x 32 Properties
A=25032 mm²
W,- 196.90 kg/m
d-372.4 mm
tw- 16.4 mm
bf - 374 mm
tf-26.2 mm
Sx-3420.2 x 10³ mm³ rx-159.50 mm
ry=95.46 mm
Transcribed Image Text:A W14 x 32 section is used as a beam 6 m long. It is subjected to an axial tensile load P and a uniformly distributed lateral load of 10 kN/m (excluding beam weight). Find P. Fy = 248 MPa W14 x 32 Properties A=25032 mm² W,- 196.90 kg/m d-372.4 mm tw- 16.4 mm bf - 374 mm tf-26.2 mm Sx-3420.2 x 10³ mm³ rx-159.50 mm ry=95.46 mm
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