MINDTAP CONSTRUCTION FOR SPENCE/KULTERM
MINDTAP CONSTRUCTION FOR SPENCE/KULTERM
4th Edition
ISBN: 9781305086319
Author: Kultermann
Publisher: IACCENGAGE
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Given the properties of the wide flange: Property Value d = 530 mm   bf = 210 mm   tw = 18 mm   tf = 16 mm   Compute the value of rt defined as the radius of gyration of compression flange plus 1/3 of the compression web area about y-axis.correct answer: (50.52 mm)
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A simple beam has a span of 10 m and supports a total uniformly distributed load of 12 kN/m. Properties of W 480×86: Property Value A = 10800 mm² bf = 180 mm tf = 15 mm Ix = 383.13 × 10⁶ mm⁴ tw = 12 mm d = 480 mm Questions: Calculate the maximum shear in the beam in kN. Calculate the average shear stress in the beam in MPa. Calculate the maximum shear stress in the beam in MPa.   Given the properties of the wide flange: Property Value d = 530 mm   bf = 210 mm   tw = 18 mm   tf = 16 mm   Question: Compute the value of rₜ, defined as the radius of gyration of the compression flange plus 1/3 of the compression web area about the y-axis.
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