Take A = 3 in? and E = 29(103) ksi for each member. Assume the members are pin connected at their end points. Use the method of virtual work. %3D Question I need help with: Find the horizontal deflection at point A. Thank you in advance! Determine the vertical displacement of joint A. Assume the members are pin connected at their end points. Take A = 3 in and E = 29(10) ksi for each member. Then, find the horizontal deflection at Point A. Use the method of virtual work. 6 k 700 8 ft A B 6 ft -6 ft 3k Answer for displacement = (A,),= 0.0398 in. (downwards)

Take A = 3 in? and E = 29(103) ksi for each member. Assume the members are pin connected at their end points. Use the method of virtual work. %3D Question I need help with: Find the horizontal deflection at point A. Thank you in advance! Determine the vertical displacement of joint A. Assume the members are pin connected at their end points. Take A = 3 in and E = 29(10) ksi for each member. Then, find the horizontal deflection at Point A. Use the method of virtual work. 6 k 700 8 ft A B 6 ft -6 ft 3k Answer for displacement = (A,),= 0.0398 in. (downwards)

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

Determine the horizontal deflection at joint C of the truss by virtual work method. Use E = 10,000 Ksi. A = 5 in² L1 = 4 ft, L2 = 5 ft, L3= 12 ft, P = 26 K, A L1 B __ L2 → P L3 K
Determine the horizontal and vertical deflections at D for the frame shown below (consider E, I constant and neglect axial deformation). P |2L A В C 4L
Consider the truss shown in (Figure 1). Assume the members are pin connected at their end points. TakeA = 130 mm2, and E= 200 GPa for each member. Use the method of virtual work to solve this problem. Determine the horizontal displacement of joint D measured leftward. 8 kN 3 m 3 m 4 m C B
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
For the simply supported beam shown, find the slope at A and the maximum deflection. Using moment area method. Neglect the weight of the beam. The moment of inertia of segments AB and CD of the beam is I, and the moment of inetia of segment BC is 2I. L= 4ft, P= 4 kips, E= 30x 10^6 psi, I= 16 in^4
2. By the moment-area method or conjugate-beam method, determine the deflection at the midspan (EIA) for the beam shown in figure below. All figures must be included and drawn straight. (Solve the deflection in terms of El, these two values of E and I are not given in the problem.) P, P2 1.0m B 3.0m 1.0m A 5.0m P2 N 976 676
Figure 5 shows Beam ABCD. The supports at A and C are pin and roller, respectively. The beam is subjected to a concentric load at the midspan and a uniform load on segment BD. It is noted that E and I are constant. Using the coordinate below. Using the double integration method to determine the slope and deflection at point D. Express the results in terms of EI and show the sign conventions clearly. 20 kN 6 kN/m A В D 3 m 3 m 1.5 m Figure 5
Determine the horizontal and vertical components of deflection at joint B using the work methodvirtual. EA constant. E = 200GPa , A = 1200 mm². Please type answer note write by hend.
Determine the vertical displacement of joint C of the truss as shown. Assume that A = 0.5 in2 and E = 29(103) ksi.
2 k PROBLEM #1 IN 1 in.? B, 5 k Use Castigliano's Theorem and determine the horizontal deflection at C. The cross- 1 in.? sectional area of each figure is indicated in the figure. Assume the members are pin-connected at their end points. E = 29(10^3) ksi. 4 ft 2 in.2 2 in.2 Express your answer in inches. 3 ft
Use double integration method to determine the deflection at points B and D of the beam shown. 2 k/ft Hinge ↓↓ A -16 ft- -8f-+ I= 5,000 in.4 B -8 ft- I= 3,000 in.4 E = constant = 30,000 ksi 40 k
Problem 2 The bar is supported by a roller constraint at B, which allows vertical displacement but resists axial load and moment. If the bar is subjected to the loading shown, determine the slope at A and the deflections at C and B. EI is constant. Use the method of direct integration. A L 3 P 1/2 C 2L 3 B