A frame structure experiences a uniformly distributed load as shown in the figure. The structure has two supports which are hinges and internal connections which is pinned as also shown in the figure. All the members are cylindrical tube which has a diameter of 3 inches. Use E = 29(106)psi. a) Find all reactions along X and Y. (Support and Internal) b) Determine the axial deformation of members ABE and DEF. (Use only the internal reactions for getting axial deformation and use inches for the final answer) C 80 lb/ft A 30° -10.00- B 30° -10.00' D E F 10.00'

A frame structure experiences a uniformly distributed load as shown in the figure. The structure has two supports which are hinges and internal connections which is pinned as also shown in the figure. All the members are cylindrical tube which has a diameter of 3 inches. Use E = 29(106)psi. a) Find all reactions along X and Y. (Support and Internal) b) Determine the axial deformation of members ABE and DEF. (Use only the internal reactions for getting axial deformation and use inches for the final answer) C 80 lb/ft A 30° -10.00- B 30° -10.00' D E F 10.00'

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

Find a. Reaction at A in kN b. Deflection at B in mm c. Deflection at C in mm
b) A cylindrical rod AB is made of aluminum is connected at B to a brass qylindrical rod BCD as shown in Figure 8. The shear modulus, G of aluminum rod AB is given by 27 GPa and the brass rod BCD of 39 GPa. The torsional reactions, TA and Ts are located at the ends of A and B, respectively. Given the portion CD of the brass rod is hollow and has an inner diameter of 40 mm, examine the angle of twist at A. 60 mm Tg = 1600 N - m 36 mm TA = 800 N m 250 mm 375 mm A 400 mm Figure 8
2 At the end D. Find the effect of the 2K reaction: the effect on the structure in Figure (2) is the horizontal force N The joint in C and the reaction in the rolling bolster A on the DA member, neglect the weight of the DA members and .CB 2KN dabe B 13 Im Figure (2) Im Im
The given figure, (a) what is the reaction at C in kN? (b) what is the force at member AD and BD in kN?
Question: Determine the reactions at the support A of the beam shown in the Figure. 3okv loke m
The cantilever beam is supported by a fixed support at A, and subjected to the force F-470 lb and the couple M = 3210 ft-lb. Draw the shear force and bending moment diagrams (in your homework documentation) and determine the equations for V(x) and M(x). Take z = 0 at point A. 2013 Michael Swanbom F₁ (CC) a b BY NC SA a Support Reactions The force reaction at A is The couple moment reaction at A is Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value 4 ft 3.2 ft Shear Force and Bending Moment Equations In section AB: V(x)= In section BC: V(x)= B lb (take up as positive). lb and 'M(x)= M lb and 'M(x)= b- C ft-lb (take counterclockwise as positive). ft-lb. ft-lb.
Determine all the reactions of the given structure. The pin joint at D acts as a hinge. Given: X= 21 kN. B A X KN I D hinge 4@3m 12 m = H E F T 2 m = The magnitude of the reaction at A is RAX The magnitude of the reaction at A is RAY= The magnitude of the reaction at G is RGX= 18 KN 2 m kN, and the direction is (Click to select) kN, and the direction is (Click to select) kN, and the direction is (Click to select)
The static indeterminacy of the structure shown below is G F Hinge. С E B (A)Unstable (B) Stable, determinate (C) Stable, 5th degree indeterminate (D)Stable, 3rd degree indeterminate
The central rod CD of the set below is heated from T1 = 30ºC to T2 = 180ºC by an electrical resistance. At the lowest temperature, the gap between C and the rigid bar is 0.7 mm. Determine the force in rods AB and EF caused by the increase in temperature. Rods AB and EF are made of steel and each have a cross-sectional area of 125 mm2. CD is made of aluminum and has a cross-sectional area of 375 mm2. Use EFe = 200 GPA, EAl = 70 GPA, αFe = 12 x 10-6 /°C, and αAl = 24 x 10-6 /°C. answer: 5.4 kN
The roof truss shown in the figure has fixed support at F and the roller support at A. Find:A. reaction at AB. What is the horizontal component of the reaction FC. What is the vertical component of the reaction FD. What is the magnitude and the direction of the reaction at F
A plane truss is loaded as shown: It has a roller support at A and a pin support at B. Find the reaction at B
Determine all the supports reactions of the given figure