Solve for Sidesway using Slope Deflection Method. EI is
constant
Solve for Sidesway using Slope Deflection Method. EI is constant 9 CM GO CM 59 om...
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
Given W = 100T/m, L=24m, EI = constant
Using the slope deflection method:
1. Find the Fixed End Moments
2. Write the Slope Deflection and equilibrium Equations
3. Solve for Joint Rotations/Deflections
4. Find Moments at A, left of B, right of B
5. Draw Qualitatively the Deflected Shape
24 (m) 12 (m)
24 (m) 12 (m)
GIven W = 100T/m, L=24m, EI = constant
Using the slope deflection method:
1. Find the Fixed End Moments
2. Write the Slope Deflection and equilibrium Equations
3. Solve for Joint Rotations/Deflections
4. Find Moments at A, left of B, right of B
5. Draw Qualitatively the Deflected Shape
q,= 980 24 (m) 12 (m)
q,= 980 24 (m) 12 (m)
Solve for the moment diagram using: 1. The slope-deflection
method and then check your work by using 2.Method of consistent
deformation
C, EI 0.5L 0.5L
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
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
(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
(Slope-Deflection) Problem 7. Using Slope Deflection Method, write all equations using numeric standard decimal values for calculations (Not Fractions), when known or able to be calculated, necessary to solve for the MOMENTS and SLOPES in each span. The support at "A" SETTLES DOWNWARD 0.2 ft. El is constant. Assume support at "A" is foed, support "C" is fixed and "B" is a roller. DO NOT SOLVE for the internal moments (22 point 4 lipit Z 27 361 Part I) Slope-Deflection...
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
(Slope-Deflection) Problem 7. Using Slope-Deflection Method, write all equations using numeric standard decimal values for calculations (Not Fractions), when known or able to be calculated, necessary to solve for the MOMENTS and SLOPES in each span. The support at "A" SETTLES DOWNWARD 0.2 ft. El is constant. Assume support at "A" is fixed, support "C" is fixed and "B" is a roller. DO NOT SOLVE for the internal moments (22 points) 4 lip F B c 27 A 36 ft...