c. What is the vertical deflection at C. The cross-sectional area and moment of inertia of each segment are as shown. E=200GPA. Fixed support is at A. Use unit load method. ABc = 6.5(10³) mm² IBc = 100(10°) mm* - 50 kN AAB = 18(10°) mm² LAB = 400(10°) mm* %3D 1 m %3D B

c. What is the vertical deflection at C. The cross-sectional area and moment of inertia of each segment are as shown. E=200GPA. Fixed support is at A. Use unit load method. ABc = 6.5(10³) mm² IBc = 100(10°) mm* - 50 kN AAB = 18(10°) mm² LAB = 400(10°) mm* %3D 1 m %3D B

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

Solve using Virtual Work Method refer to the truss shown below. The A and B are hinge support.
b6
The cantilever beam shown having a property of E = 200 gPa and I = 195 x 106 mm². Determine the deflection at point C in mm Where: w = 92 kN/m; L1= 6.1 m; L2 = 2 m W B +64 с
Use AREA MOMENT METHOD to Determine the following: A central beam BD is joined at hinges to two cantilever beams AB and DE. All beams have the cross-section shown. For the loading shown, determine the largest w so that the deflection at C does not exceed 3mm. Use E=200 GPa. w 12 mm A C D E Hinge' Hinge 24 mm 0.4 m 0.4 m 0.4 m 0.4 m
Use virtual work method. Use A = 500 mm2 and E = 200 GPa. a= 46 b= 4 c=11 Determine Horizontal displacement of joint G considering that the top chord members experience 60 oCincrease in temperature in mm. Use α = 10-6/ oC
Solve using: (Complete Solution) A. CONJUGATE BEAM METHOD B. VIRTUAL WORK METHOD 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.
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
6k Problem 3 vertical displacement of joint A. Each bar is made of steel and has the cross-sectional area shown. Take E = 29(103) ksi. Use any method. Determine the 2 in. D 2 in. 2 in.? 3 in. 3 in,? 4 ft A 3 in.? 3 in. 4 ft 4 ft 6 k.
A simply supported beam (E = 12 GPa) carries a uniformly distributed load q = 120 N/m, and a point load P = 126 N at mid-span. A |C L/2- -L/2 - The beam has a rectangular cross section (b = 75 mm, h = 200 mm) and a length of 3.6 m. Calculate the maximum deflection (in mm) of the beam. (Enter the magnitude. Solve the problem by the method of superposition. All beams have constant flexural rigidity EI.) mm
1.) Deflection at the leftt end of the beam. Use E = 200GPa; I = 800 x 106 mm4 Use the unit load method on solving 30 9 8 12 3 P = 229 KN
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
For the bearn and loading shown, use discontinuity functions to compute (a) the slope of the bear at B and (b) the deflection of the bearn at A. Assure a constant value of EI = 115000 kip ft² for the bear; wo = 2.8 kips/ft, LAB = 12 ft. LBC = 6 ft. Wo Answer: (a) 8B = (b) VA = LAB rad in. B LBC C X