3. A W420 x 85 steel beam is fully restrained (both ends are fixed support) with a uniformly distributed super-imposed load of 25 kN/m and a concentrated load at 4 m from the right end. The beam has a span of 10 m Properties of W420 x 85 A = 10839 mm² d = 420 mm b₁ = 180 mm t₁ = 18 mm t₁ = 11 mm I, 310 x 105 mmª a. Compute for the maximum bending moment, and maximum shear of the beam b. Compute the average shearing stress in the beam c. Compute the maximum shearing stress in the beam
3. A W420 x 85 steel beam is fully restrained (both ends are fixed support) with a uniformly distributed super-imposed load of 25 kN/m and a concentrated load at 4 m from the right end. The beam has a span of 10 m Properties of W420 x 85 A = 10839 mm² d = 420 mm b₁ = 180 mm t₁ = 18 mm t₁ = 11 mm I, 310 x 105 mmª a. Compute for the maximum bending moment, and maximum shear of the beam b. Compute the average shearing stress in the beam c. Compute the maximum shearing stress in the beam
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![3. A W420 x 85 steel beam is fully restrained (both ends are fixed support) with a uniformly distributed
super-imposed load of 25 kN/m and a concentrated load at 4 m from the right end. The beam has a span
of 10 m
Properties of W420 x 85
A = 10839 mm²
d = 420 mm
b₁ = 180 mm
t₁ = 18 mm
t₁ = 11 mm
I, = 310 x 105 mmª
a. Compute for the maximum bending moment, and maximum shear of the beam
b. Compute the average shearing stress in the beam
c. Compute the maximum shearing stress in the beam](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F86b9185f-88de-495e-b04a-9a6063b173db%2F4de40eda-0554-4f9e-ae8c-9328003d4000%2Fvmqyoei_processed.jpeg&w=3840&q=75)
Transcribed Image Text:3. A W420 x 85 steel beam is fully restrained (both ends are fixed support) with a uniformly distributed
super-imposed load of 25 kN/m and a concentrated load at 4 m from the right end. The beam has a span
of 10 m
Properties of W420 x 85
A = 10839 mm²
d = 420 mm
b₁ = 180 mm
t₁ = 18 mm
t₁ = 11 mm
I, = 310 x 105 mmª
a. Compute for the maximum bending moment, and maximum shear of the beam
b. Compute the average shearing stress in the beam
c. Compute the maximum shearing stress in the beam
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