A beam 9 meter long is fixed at both ends and carries a uniformly distributed load of 25 kN/m throughout its length. The beam is a wide flange section with the following properties: flange width, bf = 260 mm flange thickness, tf = 19.3 mm overall depth, d = 420 mm web thickness, tw = 11.6 mm strong axis moment of inertia, Ix = 462.02 x 10^6 mm^4 weak axis moment of inertia, Iy = 57.44 x 10^6 mm^4 Calculate the maximum bending moment for the structure. Calculate the average web shear stress in MPa. Calculate the maximum bending stress for the beam in MPa.
A beam 9 meter long is fixed at both ends and carries a uniformly distributed load of 25 kN/m throughout its length. The beam is a wide flange section with the following properties: flange width, bf = 260 mm flange thickness, tf = 19.3 mm overall depth, d = 420 mm web thickness, tw = 11.6 mm strong axis moment of inertia, Ix = 462.02 x 10^6 mm^4 weak axis moment of inertia, Iy = 57.44 x 10^6 mm^4 Calculate the maximum bending moment for the structure. Calculate the average web shear stress in MPa. Calculate the maximum bending stress for the beam in MPa.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A beam 9 meter long is fixed at both ends and carries a uniformly distributed load of 25 kN/m throughout its length. The beam is a wide flange section with the following properties:
flange width, bf = 260 mm
flange thickness, tf = 19.3 mm
overall depth, d = 420 mm
web thickness, tw = 11.6 mm
strong axis moment of inertia, Ix = 462.02 x 10^6 mm^4
weak axis moment of inertia, Iy = 57.44 x 10^6 mm^4
Calculate the maximum bending moment for the structure.
Calculate the average web shear stress in MPa.
Calculate the maximum bending stress for the beam in MPa.
Calculate the maximum shearing stress in the beam in MPa
Calculate the maximum shear for the beam.
Calculate the minimum shearing stress in the beam in MPa.
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