A rectangular beam 150 mm wide and 200 mm deep, is simply supported on a span of 6 m. Two loads of 5 kN each are applied to the beam, each load being 2 m from the supports as shown in the figures. The plane of loads make an angle of 30° with the vertical plane of symmetry. Find the direction of neutral axis and bending stress at a point marked 'X'. K 2 m P = 5 KN 2 m 6 m P = 5 KN 2 m olo 200 mm Y A 130% 150 mm P = 5 KN X Z

A rectangular beam 150 mm wide and 200 mm deep, is simply supported on a span of 6 m. Two loads of 5 kN each are applied to the beam, each load being 2 m from the supports as shown in the figures. The plane of loads make an angle of 30° with the vertical plane of symmetry. Find the direction of neutral axis and bending stress at a point marked 'X'. K 2 m P = 5 KN 2 m 6 m P = 5 KN 2 m olo 200 mm Y A 130% 150 mm P = 5 KN X Z

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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