A two-span continuous beam shown in Figure Q1 is fixed at A and has roller supports at B and C. The roller support at B settles 15 mm downward. It carries a uniformly distributed load of 10 kN/m on member AB and a concentrated load of 20 kN on member BC. The relative section properties of the members are shown in the figure. Take the value of EI as 6000 kNm² (a) Analyse the beam by using the slope deflection method to determine the end moments for all members. (b) Draw the shear force diagram for the beam. (c) Draw the bending moment diagram for the beam. 10 kN/m 2EI 20 kN B ↓ EI 4 m 2 m 2 m FIGURE 01 Check your answer using moment distribution method

A two-span continuous beam shown in Figure Q1 is fixed at A and has roller supports at B and C. The roller support at B settles 15 mm downward. It carries a uniformly distributed load of 10 kN/m on member AB and a concentrated load of 20 kN on member BC. The relative section properties of the members are shown in the figure. Take the value of EI as 6000 kNm² (a) Analyse the beam by using the slope deflection method to determine the end moments for all members. (b) Draw the shear force diagram for the beam. (c) Draw the bending moment diagram for the beam. 10 kN/m 2EI 20 kN B ↓ EI 4 m 2 m 2 m FIGURE 01 Check your answer using moment distribution method

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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