Determine the following of the truss shown using the method of consistent deformations: Answer: Horizontal Support Reaction lat A= k Axial force in member BF= Axial force in member DF= Vertical Support Reaction at D= E (6 in.2) F A, (6 in.²) (6 in.2) (4 in.²) (4 in.²) B (4 in.2) (6 in.²) 25 k 25 k -3 panels at 20 ft = 60 ft- E = 29,000 ksi C -28 k (6 in.2) (6 in.2) k k k D tp. 15 ft Dx

Determine the following of the truss shown using the method of consistent deformations: Answer: Horizontal Support Reaction lat A= k Axial force in member BF= Axial force in member DF= Vertical Support Reaction at D= E (6 in.2) F A, (6 in.²) (6 in.2) (4 in.²) (4 in.²) B (4 in.2) (6 in.²) 25 k 25 k -3 panels at 20 ft = 60 ft- E = 29,000 ksi C -28 k (6 in.2) (6 in.2) k k k D tp. 15 ft Dx

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A bronze pipe (1) is to be connected to an aluminum alloy pipe (2) at flange B. When put in place, however, a gap of A = 0.35 in. exists between the two pipes. Bronze pipe (1) has an elastic modulus of E1 = 16,000 ksi, a cross-sectional area of A1 = 2.66 in.?, and a length of L1 = 6.7 ft. Aluminum alloy pipe (2) has an elastic modulus of E2 = 10,000 ksi, a cross-sectional area of A2 = 1.37 in.2, and a length of L2 = 10.2 ft. If bolts are inserted in the flanges and tightened so that the gap at B is closed, determine: (a) the normal stresses produced in each of the members. (b) the final position of flange B with respect to support A. L2 В (1) Answer: (a) 01 = ksi 02 = ksi (b) ÕB/A = in.
Kindly show complete solution. Solve the reactions and draw the shear and bending moment diagrams for the beam shown using the method of Consistent Deformations.
Q3
For the plane truss shown below loaded with a 200 kN force, determine the amount of deformation in membes (AB) & (AD) if their cross- sectional areas are known to be AB= 2500 mm² & AAD = 2000 mm² (assume E 200 GPa) 4 m B D 200 KN 2.5 m
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Question 4a pls
Example 2.51. A composite bar ABC, rigidly fixed at upper support at A and hanging 1 mm above the lower support D, is loaded as shown in Fig. 2.70. Determine the reaction at the two supports and stresses in the two sections. Take E = 2 x 10' N/mm². The diameter of upper portion AB is 12 mm and that of lower portion BC is 16 mm. A 4 R₁ 12 mm 20 kN 16 mm TTTTT D R₂ 1-2m 1-8m FIG. 2.70 1.a Imm
PLEASE DRAW THE FBD. DO NOT COPY YOUR ANSWER FROM OTHER. I WANT TO SEE THE FBD OF INDIVIDUAL DEFORMATIONS ON HOW YOU WILL ARRIVE ON YOUR ANSWER. DRAW FBD ON EACH PLEASE. NOT ONLY ONE FBD