Please SOLVE NUMBER SIX c' , e SOLVE VING FORCE METHOD 25 5 SOLVE VIINE SLOPE...
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
Using the integration method, solve for the deflection and slope at x=2. E is given as 200 Gpa and I=65*10^6 mm^4 1 10KN X 3m
***PLEASE SOLVE BY METHOD OF SECTIONS IF POSSIBLE******PLEASE SOLVE BY METHOD OF SECTIONS IF POSSIBLE*** 3. Determine the force in members EF, EP, and LK of the Baltimore bridge truss and state if the members are in tension or compression. Also, indicate all zero-force members. 2 m PR 2 m ООО D E F G H 2 kN 2 KN 5 kN 3 kN -8 @ 2 m = 16 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
Solve the beam using force method. Spring stiffness, Ks = 200 KN/m 5 kN/m A E) м В 10 m бм
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
please show steps cleary 7. Solve the following equations for x: b)3(2x-5)-(2-3x)--2+4x 9 15 5 c)H x-μ e) x3+8x2+15x-0 1 (4x-5)2-5-20 (use the square-root method) g) Solve using the quadratic formula: 3x2+2x -8-0. Show your steps clearly. x+4x-8-0. Show your steps clearly h) Solve by completing the Square: 8. Determine an equation for the line a) with slope of 5/3 and y-intercept of 5: b) with slope 7/6 and passing through the point (6.2) parallel to the line in #...
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
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
Use the Force Method to derive the slope-deflection relationship given in class (and provided in step 7 below) for Mab and Mba (as defined in the figure below) as functions of Theta_A. E and I are constant. Assignment #11 Due: 11/26/2018 a 12pm Draw a free-body diagram for each problem clearly showing loads and reactions Summarize in one location all of your final answers together, with directions of displacements showrn You must show your work in order to receive full...