QUESTION 3 An indeterminate beam structure has a fixed support at A and roller supports at B and C as shown in Figure Q1. The beam is loaded as illustrated. The roller support at B settles 20 mm downward. By using the slope deflection method, determine the end moments for all members. Then, calculate all reaction forces at all supports. Take the value of EI as 6000 kNm². A 3 m 2EI 30 kN 40 kN B EI 1 m 2 m 2 m FIGURE Q1 Check your answer using moment distribution method QUESTION 3 An indeterminate beam structure has a fixed support at A and roller supports at B and C as shown in Figure Q1. The beam is loaded as illustrated. The roller support at B settles 20 mm downward. By using the slope deflection method, determine the end moments for all members. Then, calculate all reaction forces at all supports. Take the value of EI as 6000 kNm². A 3 m 2EI 30 kN 40 kN B EI 1 m 2 m 2 m FIGURE Q1 Check your answer using moment distribution method

QUESTION 3 An indeterminate beam structure has a fixed support at A and roller supports at B and C as shown in Figure Q1. The beam is loaded as illustrated. The roller support at B settles 20 mm downward. By using the slope deflection method, determine the end moments for all members. Then, calculate all reaction forces at all supports. Take the value of EI as 6000 kNm². A 3 m 2EI 30 kN 40 kN B EI 1 m 2 m 2 m FIGURE Q1 Check your answer using moment distribution method QUESTION 3 An indeterminate beam structure has a fixed support at A and roller supports at B and C as shown in Figure Q1. The beam is loaded as illustrated. The roller support at B settles 20 mm downward. By using the slope deflection method, determine the end moments for all members. Then, calculate all reaction forces at all supports. Take the value of EI as 6000 kNm². A 3 m 2EI 30 kN 40 kN B EI 1 m 2 m 2 m FIGURE Q1 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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