1. A 6.4 m beam has a pin support at the leftmost part of the beam and a roller support located at 4 meters from the pin support. It carries a uniformly distributed load of 40 kN/m throughout its entire length. Using shear and moment diagram, A. Calculate the maximum shear. B. Calculate the maximum moment. C. Determine the most economical and lightest S-shape if the flexural stress is equal to 120 MPa. D. Calculate the actual bending stress of the chosen beam.

1. A 6.4 m beam has a pin support at the leftmost part of the beam and a roller support located at 4 meters from the pin support. It carries a uniformly distributed load of 40 kN/m throughout its entire length. Using shear and moment diagram, A. Calculate the maximum shear. B. Calculate the maximum moment. C. Determine the most economical and lightest S-shape if the flexural stress is equal to 120 MPa. D. Calculate the actual bending stress of the chosen beam.

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter6: Vertical Stress Increase In Soil

Section: Chapter Questions

Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...

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