2.1A cantilever beam spans 8 m and carries a uniformly distributed load as shown in Figure 2. Draw the shear force and bending moment diagrams of the beam. 22 Calculate and sketch the maximum resultant stress across the depth of the section of the cantilever beam in Figure 2. The beam has a rectangular cross section of 200 mm wide and 300 mm deep and an axial compressive force of 100 kN is applied on the centroid of the cross-section. 10 kN/m B 100 kN 300 mm 8 m

2.1A cantilever beam spans 8 m and carries a uniformly distributed load as shown in Figure 2. Draw the shear force and bending moment diagrams of the beam. 22 Calculate and sketch the maximum resultant stress across the depth of the section of the cantilever beam in Figure 2. The beam has a rectangular cross section of 200 mm wide and 300 mm deep and an axial compressive force of 100 kN is applied on the centroid of the cross-section. 10 kN/m B 100 kN 300 mm 8 m

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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