PROBLEM NO. 2. A simply supported beam with overhang is loaded as shown. The beam has a cross-section of 150mm x 220 mm. Determine the maximum bending stress and the stress incurred by the beam at point H. P1, kN P2, kN W1, kN/m SET L1, m L2, m L3, m L4,m H, mm A 12 16 18 1.25 1.25 1.0 1.5 35 mm from top 60 mm 14 15 18 1.25 1.25 1.0 1.5 from top C 16 14 18 1.25 1.25 1.0 1.5 35 mm from bottom 13 2.5 3.5 L1 L2 L3 L4 B.

PROBLEM NO. 2. A simply supported beam with overhang is loaded as shown. The beam has a cross-section of 150mm x 220 mm. Determine the maximum bending stress and the stress incurred by the beam at point H. P1, kN P2, kN W1, kN/m SET L1, m L2, m L3, m L4,m H, mm A 12 16 18 1.25 1.25 1.0 1.5 35 mm from top 60 mm 14 15 18 1.25 1.25 1.0 1.5 from top C 16 14 18 1.25 1.25 1.0 1.5 35 mm from bottom 13 2.5 3.5 L1 L2 L3 L4 B.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter15: Retaining Walls, Braced Cuts, And Sheet Pile Walls

Section: Chapter Questions

Problem 15.21P: Determine the factor of safety against bottom heave for the braced cut described in Problem 15.18....

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