Compute the reactions and draw the shear and moment curves for the beam below using SLOPE DEFLECTION method
Compute the reactions and draw the shear and moment curves for the beam below using SLOPE DEFLECTION method 1. Compute t...
Compute the reactions and draw the shear and moment curves for the beam below using slope-deflection. El is constant. Note this is the same beam from HW10 Problem 2 where you used the Force Method. 1. 5m
Compute the reactions and draw the shear and moment curves for the beam below using slope-deflection method 2. Determine the moments at each support, then draw the moment diagram. Assume A is fixed. EI is constant. 12 k 4 k/ft 8 ft---8 ft
Determine the reactions and draw the shear and bending moment diagrams for the shown beam using slope-deflection method.
Solve for Reactions using Slope deflection method. Draw Shear and Moment Diagram After Solving for reactions 8 5%
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
Use the Conjugate Beam Method to compute the slope and deflection at points B and C for the beam given below. EI = constant. Express answers as positive quantities with correct units in the numerator terms, and with appropriate directions Problem 1. Use the Conjugate Beam Method to compute the slope and deflection at points B and C for the beam given below. El constant. Express answers as positive quantities with correct units in the numerator terms, and with appropriate...
(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
12m- (18) 4. Using the slope-deflection method or the moment-distribution method, analyze the structure shown below. There are no loads on the structure, but joint is pulled down exactly 0.04 m. Plot shear force and bending moment diagrams. On each diagram for each member, calculate and label the maximum and minimum ordinates (Minimum ordinates are frequently negative values). All members are inextensible and have the same EI value; EI = 18000 kN.m2. 0:04m An inn In DISPLACED JOINT TUUR
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
Draw the shear force and bending moment diagrams for the given beam. Use slope-deflection equations.