Answered: 5 kN m |10 kN/m А 3.50 3.50

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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El is constant for the beam shown in Figure 4. • Compute the rotation of the beam at B. • Compute the vertical deflection at B. Use the method of virtual work e.g visual integration, the principle of superposition. Handwritten work only and pls ensure neatness.
Use the method of virtual work, for example, virtual integration, and principle of superposition , handwritten work only don’t forget FBDs and ensure neatness pls.
The cantilevered handle shown here is made from mild steel. Let Fy= 300 Ibf and Fx= Fz= 0. The part dimensions are as follows: doA = 1.5 in, dAB= 0.875 in and dBc= 1.5 in, dcD=1 in, LAB=10 in, LCD= 12 in. Determine the angle of twist in the bar OC, ignoring the fillets but including the changes in diameter between O and C. Compare the angle of twist if the bar OC is simplified to be of uniform diameter equal to dAB. Use superposition to determine the vertical deflection (along the y-axis) at D, using the simplified bar OC. 2 in A LAB doa B C -in R. 2 in daB dBc dco Lco
Solve this problem using a.) Virtual Work Method b.) Moment Area method . provide readable complete solution Determine the deflection at point B of the beam shown in the figure. Values for the moment of inertia of each segment are indicated in the figure. Take E = 200 GPa
For the figure below solve for the deflection at midpoint C using virtual work method. E=200GPa and beam is S130x15
2. Use the virtual work method to determine the horizontal deflections at joint C of the frame shown. 20 kN B B 3 kN/m olish br 10 m H C 10 m El= constant E = 200 GPa 1=400(106) mm²
Determine the maximum deflection for the beam shown. 40 k 60 k B с 10 ft 10 ft 10 ft I 21 I E = constant = 29,000 ksi I = 1,000 in.*
Horizontal Deflection at joint D using Virtual Work Method
Rod AB is made of steel (E = 29x106 psi), and rod BC is made of aluminum (E = 10.4x106 psi). If force Q = 10 kips, R =5 kips and P = 5 kips, find the deflections of points B and D. %3D 24 in 10 in- 10 in A B C R D 1 in diameter 3 in diameter

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