1. Find Degree of Freedom
2. Solve for the degree of freedom using slope deflection method
3. Draw a moment, shear and axial force diagram.
4. Determine the rotation at B and C
(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
Using slope-deflection method, draw the moment diagram. Consider two degrees of freedom, one rotation at B and one rotation at C. Members are axially rigid and shear deformation in members can be neglected B EI EI 0.5L
joist CDE loaded as shown Joist CDE Wo= 13 lb/in, L=8ft, E=10^5 psi Joist CDE (DE overhangs) 1.) Find deflection curve equation bw C to D and between D and E using 2nd order integration Wo y E с X 42 1441 2.) determine deflection Value and Slope at roller (E, I, Wo; L) 3.) shear force & bending Moment diajam 4. determine stress @.3-in. principle and 44 to the right of C 2) determine & show Stresses angle. Wood...
2 - Using moment area method, for the beam shown in Figure P-2 find deflection at the center (point C) and rotation under the concentrated load (point D). Also, find location and value of the maximunm deflection. EI constant. 3- Repeat Problem 2 where I for CB is twice as large as I for AC. 4 - For the beam shown in Figure P-3, find the reactions and draw shear and moment diagrams. A is fixed, B and D are hinges, and...
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
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
Determine the reactions and moments using Slope-deflection method and draw V, M diagram SITDATION 1.B 38 KN/m 58KN/m 2 SLOPE-DEFLECTION METHOD: DETERMINE THE REACTIONS AND MOMENTS. AND DRAW SHEAR AND MOMENT DIAGRAM
Solve all problems using the finite element stiffness method. For the rigid frame shown in Figure P5-4, determine (1) the nodal displacements and rotation at node 4, (2) the reactions, and (3) the forces in each element. Then check equilibrium at node 4 Finally, draw the shear force and bending moment diagrams for each element. Let E 30x 103 ksi, A 8 in2, and I 800 in.4 for all elements. 20 kip 25 ft 25 ft 40 ft Figure P5-4...
Solve for Reactions using Slope deflection method. Draw Shear and Moment Diagram After Solving for reactions 8 5%
Force method for composite structure: Determine the degree of static indeterminacy for the structure and use the force method to find the forces in the steel rods. Draw the shear and bending moments diagram for the wood flexural member. A= roller support C= pin support Force Method for Composite Structure. Determine the 'Degree of Static Indeterminacy (SI)' for the structure shown in Figure 1 and use the force method to find the forces in the steel rods. Also, draw the...