5. For a structure, dead loads = 300 kg/m? and live loads = 500 kg/m? are given. Calculate the design load for this structure. 6. Draw the shear force, axial force and bending moment diagrams for the given beam and find that at what distance from support A the shear force is zero. (Ay= 111.22 kN ; Ax= 30 ; Dy= 78.78 kN) 162 kN · m 50 kN 10 kN/m 15 m 6 m 6 m

5. For a structure, dead loads = 300 kg/m? and live loads = 500 kg/m? are given. Calculate the design load for this structure. 6. Draw the shear force, axial force and bending moment diagrams for the given beam and find that at what distance from support A the shear force is zero. (Ay= 111.22 kN ; Ax= 30 ; Dy= 78.78 kN) 162 kN · m 50 kN 10 kN/m 15 m 6 m 6 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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