A W 533 x 93 simply supported beam with span of 7.8 m carries a uniformly distributed load of 52 kN/m throughout its length. The beam has the following properties: Ix = 0.000556 m² Depth, d = 533 mm Web thickness, tv = 10.2 mm Fy = 248 MPa. The beam is laterally supported over its entire length. The allowable flexural stress is 0.66Fy, allowable shearing stress is 0.4Fy, and allowable deflection is L/360.

Structural Analysis
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Chapter2: Loads On Structures
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Determine the maximum shearing stress in MPa Determine the maximum deflection in mm. Determine the maximum flexural stress in MPa.
A W 533 x 93 simply supported beam with span of 7.8 m carries a uniformly distributed load of 52 kN/m
throughout its length. The beam has the following properties:
Ix = 0.000556 m²
Depth, d = 533 mm
Web thickness, t = 10.2 mm
Fy = 248 MPa.
The beam is laterally supported over its entire length. The allowable flexural stress is 0.66Fy, allowable
shearing stress is 0.4Fy, and allowable deflection is L/360.
Transcribed Image Text:A W 533 x 93 simply supported beam with span of 7.8 m carries a uniformly distributed load of 52 kN/m throughout its length. The beam has the following properties: Ix = 0.000556 m² Depth, d = 533 mm Web thickness, t = 10.2 mm Fy = 248 MPa. The beam is laterally supported over its entire length. The allowable flexural stress is 0.66Fy, allowable shearing stress is 0.4Fy, and allowable deflection is L/360.
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