

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 energy method to solve for the
deflection and slope at point x=a. Assume that a=1m, b=1m, q=4kN/m,
P=6kN, and EI=5MN*m^2. Please also draw the FBDs for both global
and local cut-out equilibriums. The answers should be
, and
.
S = -1.1 * 10-3