Q2. A continuous beam structure as shown in Figure Q2 subjected to uniform distributed load of 6 kN/m and point load of 30 kN. The beam is supported by a fixed support at A and roller supports at B and C. Flexural rigidity, EI of the beam is 25×10° kNmm². By using the flexibility method, determine (a) the vertical reaction forces at supports B and C (solution must consider reaction at supports B and C as redundant), (b) member end moments for the beam, and (c) draw the shear force and bending moment diagrams for the beam. 6 kN/m 3.5 m 5.5 m Figure Q2 30 kN B 1 m 1 m

Q2. A continuous beam structure as shown in Figure Q2 subjected to uniform distributed load of 6 kN/m and point load of 30 kN. The beam is supported by a fixed support at A and roller supports at B and C. Flexural rigidity, EI of the beam is 25×10° kNmm². By using the flexibility method, determine (a) the vertical reaction forces at supports B and C (solution must consider reaction at supports B and C as redundant), (b) member end moments for the beam, and (c) draw the shear force and bending moment diagrams for the beam. 6 kN/m 3.5 m 5.5 m Figure Q2 30 kN B 1 m 1 m

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter8: Vertical Stress Increase In Soil

Section: Chapter Questions

Problem 8.6P: Two line loads q1 and q2 of infinite lengths are acting on top of an elastic medium, as shown in...

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