A laminated wooden beam supports a uniform distributed loading of 12 kN/m. Allowable shear stress is 0.6 MPa. Neglecting the weight of the beam and assuming the beam have a height to width ratio of 1.5. Compute the shearing stress at the centroid of the beam. 12 kN/m Im RA III 3m 50 mm RB

A laminated wooden beam supports a uniform distributed loading of 12 kN/m. Allowable shear stress is 0.6 MPa. Neglecting the weight of the beam and assuming the beam have a height to width ratio of 1.5. Compute the shearing stress at the centroid of the beam. 12 kN/m Im RA III 3m 50 mm RB

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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Question

A laminated wooden beam supports a uniform distributed loading of 12 kN/m. Allowable shear
stress is 0.6 MPa. Neglecting the weight of the beam and assuming the beam have a height to
width ratio of 1.5. Compute the shearing stress at the centroid of the beam.
12 kN/m
Im
RA
3m
50 mm
RB

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