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
GIven W = 100T/m, L=24m, EI = constant Using the slope deflection method: 1. Find the Fixed End 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 24 (m) 12 (m) 24 (m) 12 (m)
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
For the frame shown. use the slope-deflection method to (a) Determine the end moments of each member and reactions at supports (b) Draw the quantitative bending moment diagram. and also draw the qualitative deflected shape of the entire frame. 10 kN 12 kN/m 2EI 3 m 40 KN 3 m 6 m
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
C2 Done session.masteringengine AA <HW10 - Attempt 1 Analysis of Frames - No Sidesway < 4 of 7 > The frame ABCD is subject to the distributed W B es Je, H L load w = 5.2 kN/m as shown. The dimensions are H = 4 m and L = 20 m. EI is constant in each span. The supports do not move. Part A - Write the slope-deflection equations All three spans are fixed supported end spans, SO C2...