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!
Please solve all unknowns using slope-deflection method, EI is constant. There is a hinge in the...
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)
Solve for Sidesway using Slope Deflection Method. EI is constant 9 CM GO CM 59 om MMTD
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)
(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...
EX 6) Calculate member end moments of indeterminate structure by using Slope Deflection Method. Rotation 0=0.005rad at the point D. (EI=150,000 k ft?) 12 ft O 10 ft 12k * I
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
(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...
QUESTION 7 22 points (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 points 4 kipit 27 36 Ft...
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 SLOPE-DEFLECTION METHOD Problem 3. Solve the moments at all joints and supports of the given frame using slope-deflection method. Assume B, C, and E are fixed connected and A and D are pins. E = 29 x 10ksi. 0.5k/ft 2k Inc = 400 in c 8'ft ICE = 400 in 3k Ipc = 500 in LAB = 600 in 8'ft 24 ft 12 ft