The composite beam shown in the figure is simply supported and carries a total uniform load of 50 kN/m on a span of 4.0 m. The bearn is built of a wood member having cross sectional dimensions 150 mm x 250 mm and two steel plates of cross-sectional dimensions 150 mm x 50 mm. Determine the maximum stresses , in the steel and wood, respectively. If the moduli of elasticity are E {s} = 209GPA and E {w} = 11GPA (Disregard the weight of the beam) Steel 50 mm 50 kN/m Wood B Steel 50 mm 4.0 m 150 mm 250 mm
The composite beam shown in the figure is simply supported and carries a total uniform load of 50 kN/m on a span of 4.0 m. The bearn is built of a wood member having cross sectional dimensions 150 mm x 250 mm and two steel plates of cross-sectional dimensions 150 mm x 50 mm. Determine the maximum stresses , in the steel and wood, respectively. If the moduli of elasticity are E {s} = 209GPA and E {w} = 11GPA (Disregard the weight of the beam) Steel 50 mm 50 kN/m Wood B Steel 50 mm 4.0 m 150 mm 250 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![The composite beam shown in the figure is simply
supported and carries a total uniform load of 50 kN/m
on a span of 4.0 m. The bearn is built of a wood member
having cross sectional dimensions 150 mm x 250 mm
and two steel plates of cross-sectional dimensions 150
mm x 50 mm. Determine the maximum stresses,
in the steel and wood, respectively. If the moduli of
elasticity are E {s} = 209GPA and E {w} = 11GPA
(Disregard the weight of the beam)
%3D
Steel 50 mm
50 kN/m
Wood
B
Steel 50 mm
4.0 m
150 mm
250 mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0046b98b-cc39-4e94-9512-7ed723129086%2Ffdd73768-5ab5-4437-9fc7-6cdc9bb26a0d%2Fzt1zijb_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The composite beam shown in the figure is simply
supported and carries a total uniform load of 50 kN/m
on a span of 4.0 m. The bearn is built of a wood member
having cross sectional dimensions 150 mm x 250 mm
and two steel plates of cross-sectional dimensions 150
mm x 50 mm. Determine the maximum stresses,
in the steel and wood, respectively. If the moduli of
elasticity are E {s} = 209GPA and E {w} = 11GPA
(Disregard the weight of the beam)
%3D
Steel 50 mm
50 kN/m
Wood
B
Steel 50 mm
4.0 m
150 mm
250 mm
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