A wood beam is strengthened using two steel plates as shown in the figure below. 6 mm O. 150 mm C 6 mm 100 mm- 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. 14 kN q = 4.6 kN/m B 3 m +1m 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 6.52 MPa maximum tensile stress in steel 128.12 V MPa maximum compressive stress in wood 6.52 The response you submitted has the wrong sign. MPa maximum compressive stress in steel 128.12 The response you submitted has the wrong sign. MPa

A wood beam is strengthened using two steel plates as shown in the figure below. 6 mm O. 150 mm C 6 mm 100 mm- 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. 14 kN q = 4.6 kN/m B 3 m +1m 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 6.52 MPa maximum tensile stress in steel 128.12 V MPa maximum compressive stress in wood 6.52 The response you submitted has the wrong sign. MPa maximum compressive stress in steel 128.12 The response you submitted has the wrong sign. MPa

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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