A 370mm diameter circular simply supported beam carries a concentrated load, uniformly distributed load also a triangular load as shown in the figure. Using Area Moment Method, Solve following unknowns. Let w = 115kN/m, a = 3.2m, the modulus of elasticity of beam is 70GPA, and the shear at a point 1m from the roller support is equal to -346.52252252252KN. NOTE: WRONG SIGN IS WRONG. WRONG UNIT IS WRONG. W A B 1m a a Determine the deflection at point 3.2m from the hinge support. (Note: Put a negative sign if the deflection is going down) Determine the deflection at point 1m from the roller support. (Note: Put a negative sign if the deflection is going down)

A 370mm diameter circular simply supported beam carries a concentrated load, uniformly distributed load also a triangular load as shown in the figure. Using Area Moment Method, Solve following unknowns. Let w = 115kN/m, a = 3.2m, the modulus of elasticity of beam is 70GPA, and the shear at a point 1m from the roller support is equal to -346.52252252252KN. NOTE: WRONG SIGN IS WRONG. WRONG UNIT IS WRONG. W A B 1m a a Determine the deflection at point 3.2m from the hinge support. (Note: Put a negative sign if the deflection is going down) Determine the deflection at point 1m from the roller support. (Note: Put a negative sign if the deflection is going down)

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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