For the statically indeterminate frame shown in Figure 2, use the moment distribution method to determine the moments at each joint and support. The members are fixed connected at the supports and joints. EI is the same for each member. Suppose that w = 18 kN/m, P1= 39 kN. and P2 = 22.9 kN. Then draw the SFD and BMD. B 2 m 5 m P, 2 m A D 2.

For the statically indeterminate frame shown in Figure 2, use the moment distribution method to determine the moments at each joint and support. The members are fixed connected at the supports and joints. EI is the same for each member. Suppose that w = 18 kN/m, P1= 39 kN. and P2 = 22.9 kN. Then draw the SFD and BMD. B 2 m 5 m P, 2 m A D 2.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Please solve using displacement method
Carle Determine the moments at B and D, then draw the moment diagram. Assume A and C are pinned and B and D are fixed connected. EI is constant. 50 A 7.5 m B 5 m 6 m D 80 kN 5 m C
Hi, please solve with FBD(label all the components)
Answer fast
SOLVE USING METHOD OF LEAST WORK (Castigliano's second theorem)
For the beam shown below, let wo = 16 N/m, W₁ dimensions are in m. 0 1 Wo ↓ = 10 N/m, and M = 16 N/m. All W₁ min 1 1 2 3 4 5 7 Figure 2 Loaded Cantilever Beam L 6 1 8 a. Find the reactions at A. b. Find the loading function q(x) using singularity functions. c. Find the shear and moment functions V(x) and M(x). M 9 m d. Determine and plot the shear diagram for the given loading conditions. e. Determine and plot the moment diagram.
Consider the beam shown in (Figure 1). EIEI is constant. Assume 2 and 3 are rollers. Take F = 38 kN.
Problem 2 Using the Moment-Distribution Method, determine the moments at A, B, and C, then draw the moment diagram. Assume the support at B is a roller and A and C are fixed. El is constant. A 700 lb 700 lb IT B outouto -6 ft--6 ft--6 ft-10 ft- 500 lb -10 ft-
Determine the moments at A, B, C, and D and draw the moment diagram of the frame shown in the figure. A and D are embedded. B and C are rigid joints. El Constant. Use the moment distribution method. = 15 k 6 ft 6 ft 4 k/ft -15 ft- C
SOLVE THE INDETERMINATE STRUCTURE USING THE MOMENT DISTRIBUTION METHOD AND SHOW A COMPLETE SOLUTION. Determine the reactions at the supports and then draw the moment diagram. Assume A is fixed. EI is constant.
Solve the problem by the moment-area method. The beam has constant flexural rigidity EI. A simple beam AB supports two concentrated loads P at the positions shown in the figure. B C 4. 4 A support C at the midpoint of the beam is positioned at distance d below the beam before the loads are applied. Assuming that d = 12 mm, L = 5.4 m, E = 200 GPa, and I = 193 x 10° mm, calculate the magnitude of the loads P (in kN) so that the beam just touches the support at C. 163.87 x kN
do asap