7.35 Use the virtual work method to determine the hori- zontal deflection at joint E of the frame shown in Fig. P7.34. 150 kN 50 kN/m E C I MERORIBIRTS 21 D E=150 GPa I= 4000(106)mm¹ 200kN 2/ 21 B 2 m 2m 2m PANTANA Figure for Prob. 7.34 & 7.35 4 m

7.35 Use the virtual work method to determine the hori- zontal deflection at joint E of the frame shown in Fig. P7.34. 150 kN 50 kN/m E C I MERORIBIRTS 21 D E=150 GPa I= 4000(106)mm¹ 200kN 2/ 21 B 2 m 2m 2m PANTANA Figure for Prob. 7.34 & 7.35 4 m

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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Concept explainers

Loads and Reactive Forces

Loads are the external influences that a beam experiences under its working conditions. For instance, a beam may be subjected to shear loads, twisting loads, bending moment, and axial loads during its working conditions. Engineers primarily deal with beams and trusses in the civil engineering domain. Due to the influence of loads, it is very crucial to determine the induced stresses and deformation values. These values give an insight into the critical area of the beam that needs to be worked upon to make it fail-safe.

Question

7.35 Use the virtual work method to determine the hori-
zontal deflection at joint E of the frame shown in Fig.
P7.34.
150 kN
50 kN/m
E
C
I
D
21
E=150 GPa
I= 4000(106)mm4
200kN-> 21
B
Figure for Prob.
7.34 & 7.35
2 m
4 m
2 m
2 m

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Problems 8.1: Use the virtual work method to determine the horizontal and vertical deflections at joint B of the truss shown in Fig. P8.1. *120 KNQB 4 m 3 m Figure PS.1 EA = constant %3D E = 200 GPa, A = 1500 mm (ABH= 9.6 mm Agy 2.13 mm)
QUESTION 2 - BEAM For the beam shown below, determine the vertical deflection at point B by using the virtual work method. EI is constant. -5 ft A -5 ft 12 k Į -5 ft B -5 ft- 70 k-ft Fig. 2
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
3. Use the method of virtual work. Determine the smallest cross-sectional area A required for the members of the truss shown, so that the horizontal deflection at joint D does not exceed 10 mm. 50 KN 50 kN c↓ 100 kN EA-constant E-70 GPa
3. Determine the deflection at point C for the beam shown by the virtual work method. 3 kN/m A D C 5 m 10 m 5 m I 21 I E = constant = 250 GPa I = 600(106) mm4
A-Use the conjugate-beam method to determine the slope and deflection at point B of the beam shown in Fig.1. E-200 kN/mm², 1-60*106 mm. Fig.1 3 m 10 kN B
Prob2. Use the virtual work method to determine the horizontal deflection at joint C of the frame shown. 3 kN/m 20 kN 10 m El = constant E= 200 GPa I= 400 (106) mm4 D 10 m
For the load and beam shown use the conjugate-beam method to find the deflection at b and the rotation at c. E = 20,000 kN/cm and I = 5,000 cm'. 10 kN to 2 m 2 m 2 m 2 m
7.35 Use the virtual work method to determine the hori- zontal deflection at joint E of the frame shown in Fig. P7.34. 150 kN C 2 m 2 m I 200kN->> 21 2 m D B 50 kN/m 21 HH E Figure for Prob. 7.34 & 7.35 4 m E = 150 GPa I= 4000(106)mm¹