Analyze the following structures using slope deflection equations and draw the internal force diagrams (use modified...
Analyze the following structures using slope deflection
equations and draw the internal force diagrams (use modified
formulation if possible).
100 kN/m 30 kN/m El El El 4 m 3 m 3 m
Analyze the following structures using slope deflection
equations and draw the internal force diagrams (use modified
formulation if possible).
2/ 30 kN/m El 2.5E5kN-m /T 8-0.01m af 4 m
Use the Slope-Deflection Method to analyse the structure of Figure 1 and draw the shear force, axial force, and bending moment diagrams 4 m (1.5 EI) 20 KN/m 10 KN/m 50 kN.m Figure 1
Use the Slope-Deflection Method to analyse the structure of Figure 1 and draw the shear force, axial force, and bending moment diagrams 4 m (1.5 EI) 20 KN/m 10 KN/m 50 kN.m Figure 1
Draw the shear force and bending moment diagrams for the given beam. Use slope-deflection equations.
Problem No.1: Solve the following indeterminate beams using slope-deflection method. Find reactions draw shear force and bending moment diagrams. Also show your calculations: 30 kN 10 kN/m 4 m 9 m 6 m El Constant
Analyze the frame shown in the figure using both Slope
Deflection and Moment Distribution Methods
Draw the V, and M diagrams
20 kN/m SEI BEI CEI 2E1 2E1 3 m JE - 3 m - - 3 m - - 3 m - - a) Analyze the frame shown in the figure using both Slope Deflection and Moment Distribution Methods b) Draw the V, and M diagrams.
a) By using the slope-deflection method determine the moments at A, B, C and D and then draw the moment and shear diagrams. Assume the supports at B and C are a roller and A and D are fixed b) Use SpaceGass to determine the moments at A, B, Cand D. c) Compare the results by the two methods and provide a sensible discussions why they are/are not equal. El is constant. 2.5 kN 20 kN/m 4
a) By using...
USE SLOPE DEFLECTION METHOD
Problem 2. Solve the internal moments at the supports for the beam shown below using slope-deflection method. Take El as constant. 20 kN/m 80 KN 9 m 3 m
Use moment distribution method or slope deflection
method.
The frame shown if Fig. 2.1 is supporting a lateral load of 60 kN and a gravity load of 50 kNIm. Neglect the weight of the members (a) Determine th reaction forces. (b) Draw the axial, shear, and bending moment and qualitative deflected shape diagrams of the frame. Specify values at a change of loading positions and at all points of zero shear and moment. Use slope-deflection method 2m Fig. 2.1 w...
(can be solve by slope deflection )
Using displacement method of analysis: (a) Draw bending moment diagram; (b) Draw shear force diagram; (c) Draw axial force diagram; (d) Find nodal displacements and rotations at B and D. P=30 kn H=60 KN B EI DI EI E 1 2EI pin fixed 8m