The Beam has a span of 9 m, fixed at both ends and carries a uniformly distributed load of w = 25 kN/m throughout its length. The beam is W 16 x 77 with the following properties: bf = 260 mm tf = 19.3 mm d = 420 mm tw = 11.6 mm Ix = 462. 02 x 106 mm4 Iy = 57.44 x 106 mm4 a. Calculate the maximum bending stress in the beam, in MPA. b. Calculate the average shearing stress in the web, in MPa.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The Beam has a span of 9 m, fixed at both ends and carries a uniformly distributed load of w = 25 kN/m throughout its length. The beam is W 16 x 77 with the following properties:

bf = 260 mm

t= 19.3 mm

d = 420 mm

tw = 11.6 mm

I= 462. 02 x 106 mm4

Iy = 57.44 x 106 mm4

a. Calculate the maximum bending stress in the beam, in MPA.

b. Calculate the average shearing stress in the web, in MPa.

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