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150 mm с |B 6 mm 100 mm- i The beam has simple supports and an overhang and is subjected to a point load and a uniform load as shown in the figure below. 12 KN q= 4.8 kN/m C 300 3m Calculate the maximum tensile and compressive stresses of the beam. Assume that E = 11 GPa and E = 200 GPa. (Enter your answers in MPa. Use the deformation sign convention.) maximum tensile stress in wood MPa maximum tensile stress in steel MPa maximum compressive stress in wood MPa maximum compressive stress in steel MPa B 1m-

150 mm с |B 6 mm 100 mm- i The beam has simple supports and an overhang and is subjected to a point load and a uniform load as shown in the figure below. 12 KN q= 4.8 kN/m C 300 3m Calculate the maximum tensile and compressive stresses of the beam. Assume that E = 11 GPa and E = 200 GPa. (Enter your answers in MPa. Use the deformation sign convention.) maximum tensile stress in wood MPa maximum tensile stress in steel MPa maximum compressive stress in wood MPa maximum compressive stress in steel MPa B 1m-

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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150 mm 6 mm B 100 mm. i The beam has simple supports and an overhang and is subjected to a point load and a uniform load as shown in the figure below. 12 KN q = 4.8 kN/m с 3 m Calculate the maximum tensile and compressive stresses of the beam. Assume that Ew sign convention.) MPa maximum tensile stress in wood MPa maximum tensile stress in steel MPa maximum compressive stress in wood MPa maximum compressive stress in steel B 900 1m = 11 GPa and Es 200 GPa. (Enter your answers in MPa. Use the deformation =
Transcribed Image Text:150 mm 6 mm B 100 mm. i The beam has simple supports and an overhang and is subjected to a point load and a uniform load as shown in the figure below. 12 KN q = 4.8 kN/m с 3 m Calculate the maximum tensile and compressive stresses of the beam. Assume that Ew sign convention.) MPa maximum tensile stress in wood MPa maximum tensile stress in steel MPa maximum compressive stress in wood MPa maximum compressive stress in steel B 900 1m = 11 GPa and Es 200 GPa. (Enter your answers in MPa. Use the deformation =
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