Solve for the moment diagram using: 1. The slope-deflection
method and then check your work by using 2.Method of consistent
deformation
Solve for the moment diagram using: 1. The slope-deflection method and then check your work by...
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
(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
Solve for Reactions using Slope deflection method. Draw Shear and Moment Diagram After Solving for reactions 8 5%
Compute the reactions and draw the shear and moment curves for the beam below using SLOPE DEFLECTION method 1. Compute the reactions and draw the shear and moment curves for the beam below using slope-deflection. EI is constant. Note this is the same beam from HW10 Problem 2, where you used the Force Method. 8 5 M 5m
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
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 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
1- solve this problem using slope deflection method. 2- solve the same problem consedring support A as a simple support. 1. Solve HW4 using slope-deflection method. HW 4 (DUE 9/20/19) ΕΙ ET
Please solve all unknowns using slope-deflection method, EI is constant. There is a hinge in the exact middle of member BC, and I'm not sure how this affects the analysis, and the moments. Please provide a written explanation about how to deal with the hinge. Thank you! solve using slope -deflecton method (EE is const rn HINGE 3 m 5
16. Beam Deflection Using the method of progressive diagrams, find the centerline deflection for the given beam. Give the required values for each diagram (load, shear, moment slope(EI) and deflection) shown in the problem statement (see the pdf). 3 w 1 DATASET: 1 -2. Length A Length B Point Load P Uniform Load w Modulus of Elasticity Moment of Inertia 9 FT 10 FT 13 KIPS 1 KLF 29000 KSI 600 IN 4 -A- B- -- A - Correct Answer...