The frame in Figure I has a fixed support at D and pinned support at A. The frame has a constant El. Use the method of flexibility coefficient and compute the: a) Flexibility coefficients b) Compatibility equations c) Restraining bending moment at the support A Note: Use the support at D as the redundant 2 kN/m B 40 kN D 6 m Figure I 4.5 m 3m 3m H E A

The frame in Figure I has a fixed support at D and pinned support at A. The frame has a constant El. Use the method of flexibility coefficient and compute the: a) Flexibility coefficients b) Compatibility equations c) Restraining bending moment at the support A Note: Use the support at D as the redundant 2 kN/m B 40 kN D 6 m Figure I 4.5 m 3m 3m H E A

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

A simply supported beam is loaded as in figure. The bending moment at C is 4 KN 4 kN-m A 2m с 2m- 4 kN-m B
The structure consists of a hinged beam AB and five barsand is subjected to a distributed load as shown in thefigure. Determine the forces in the bars.
Couple M is applied at C on a simply supported beam AB. The maximum shear force on AC will be M B 2 m 1 m
What is the Maximum moment in kN-m. Given: W = 20, a = 2, b = 8, and P = 70. %3D PkN am W KN m b m R R2 ENG US
ASAP NEED COMPLETE SOLUTION AND BOX THE ANSWER
The frame shown consists of members AG, BF, and CE. It is supported by smooth pin at B and roller at A. Neglect the weight of the members. Calculate the horizontal and vertical components of pin reaction at B. 120 N 0.60 m G 1.20 m D 280 N 0.60 m B. 0.60 m E 1.80 m 1.80 m 1.80 m
Solve
4. 40kN/m 210kN E B D 8m 8m 4m 4m I I a. Using the force method draw the primary structure for the beam below and state the compatibility condition. b. Determine the support reactions and c. Draw the shear force and the bending moment diagrams
The compound beam is pin supported at C and supported by a roller at A and B. There is a hinge (pin) at D. Determine the reactions at the supports. Neglect the thickness of the beam.
Beam AB has a negligible mass and thickness, and it supports the 200 kg uniform block. It is pinned at A and rests on the top of a post, having a mass of 20 kg and negligible thickness. Determine the two coefficients of static friction at B and C so that when the magnitude of the applied force is increased to P = 300 N, the post slips at both B and C simultaneously. A 1.5 m t-1.5 m- 1 m 0.75 m
Q.7
1.BEAM ABC is fixed at both ends (A&C) and hinge supported at B. AB=6m (3I) BC=5m (2I), the beam carries a uniform load of 8KN/m from A-B and concentrated load of 36KN 3m from C. Use moment distribution method (1cycle) Determine the moment at B 2.Determine the deflection at midspan of the structure