A W300x97 beam is simply supported on a span of 10m. The beam supports a superimposed load of 15kN/m on its entire length and three 30kN loads at its quarter points. Properties of W300x97 d = 308mm bf = 305mm tw = 9.9mm tf = 15.4mm lx = 221.8x106mm4 ly = 72.4x106mm4 W = 97kg/m A = 12323mm2

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A W300x97 beam is simply supported on a span of
10m. The beam supports a superimposed load of
15kN/m on its entire length and three 30kN loads at its
quarter points. Properties of W300x97 d = 308mm bf =
305mm tw = 9.9mm tf = 15.4mm lx = 221.8x106mm4 ly
= 72.4x106mm4 W = 97kg/m A = 12323mm2
Calculate the maximum average shear stress (MPa) in
the beam. (choices: 38.4, 40.9, 44.4, 48.5)
Calculate the maximum bending stress (MPa) in the
beam. (choices: 254, 221, 243, 189)
Calculate the maximum horizontal web shear stress
(MPa) at neutral axis. (choices: 40.9, 44.4, 48.5, 38.4)
Transcribed Image Text:A W300x97 beam is simply supported on a span of 10m. The beam supports a superimposed load of 15kN/m on its entire length and three 30kN loads at its quarter points. Properties of W300x97 d = 308mm bf = 305mm tw = 9.9mm tf = 15.4mm lx = 221.8x106mm4 ly = 72.4x106mm4 W = 97kg/m A = 12323mm2 Calculate the maximum average shear stress (MPa) in the beam. (choices: 38.4, 40.9, 44.4, 48.5) Calculate the maximum bending stress (MPa) in the beam. (choices: 254, 221, 243, 189) Calculate the maximum horizontal web shear stress (MPa) at neutral axis. (choices: 40.9, 44.4, 48.5, 38.4)
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