Moment Distribution Method PDF

Preview

Summary

Jordan University of Science & Technology Department of Civil Engineering CE 431: Structural Analysis 2 Professor Musa Resheidat Homework No. 4: Matrix Stiffness Method Section. Serial No Name: ID: Problem 1 (a) Develop the stiffness matrix for each member (b) Determine the stiffness Matrix K. (...

Description

Jordan University of Science & Technology

Department of Civil Engineering CE 431: Structural Analysis 2 Professor Musa Resheidat

Homework No. 4: Matrix Stiffness Method Section. Serial No

Name:

ID:

Problem 1 (a) Develop the stiffness matrix for each member (b) Determine the stiffness Matrix K. (c) Determine the forces in truss members (d) Check solution by the Force Method.

Problem 2 Assume joint 2 is a roller and joints 1 and 3 are fixed. EI is constant. (a) Determine the moments at 1 and 3 (b) Determine the moments at 1 and 3 if the support 2 settles 30 mm. EI = 5000 kN.m2 (c) Draw the B.M.D. (d) Sketch the Deflected Shape.

Problem 3 Assume joints 1 and 3 are pinned; Joint 2 is rigidly connected. Take E = 200 GPa and I = 240(10)6 mm4 (a) (b) (c) (d) (e)

Determine stiffness matrix for each member. Construct the stiffness matrix K for the frame. Solve the problem. Draw the B.M.D. Sketch the deflected shape....