PROBLEM:DETERMINE THE DEFLECTION REQUIRED IN EACH OF THE FOLLOWING STRUCTURES. USE ONLY ONEMETHOD TO SOLVEREQUIREMENT IN AT LEAST ONE30EACH. BOTH THE METHODS HOWEVER, MUST BE4. DEFLECTION at THE LEFT END OF THE BEAM.Furm1mOF THE FOLLOWING8mminUse3mSTRUCTURES.USED TO SOLVEE 200 GPa; 1 800 x 100 mm"P= 327 KNTHEDEFLECTION

Given: E=200 GPaI=800×106 mm4 To find: Deflection at left end of the beam. Method used: Double…

DETERMINE THE DEFLECTION REQUIRED IN EACH OF THE FOLLOWING STRUCTURES. USE ONLY ONE METHOD TO SOLVE EACH, BOTH THE METHODS HOWEVER, MUST BE REQUIREMENT IN AT LEAST ONE 4. DEFLECTION 30 1m hum OF THE FOLLOWING STRUCTURES. 8m at THE LEFT END OF THE BEAM, Use E 200 GPa; 1 800 x 100 mm" 3m USED TO SOLVE P= 327 KN THE DEFLECTION

DETERMINE THE DEFLECTION REQUIRED IN EACH OF THE FOLLOWING STRUCTURES. USE ONLY ONE METHOD TO SOLVE EACH, BOTH THE METHODS HOWEVER, MUST BE REQUIREMENT IN AT LEAST ONE 4. DEFLECTION 30 1m hum OF THE FOLLOWING STRUCTURES. 8m at THE LEFT END OF THE BEAM, Use E 200 GPa; 1 800 x 100 mm" 3m USED TO SOLVE P= 327 KN THE DEFLECTION

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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Similar questions

Both portions of the rod ABC are made of an aluminum for which E = 70 GPa. 0.4 m 0.5 m B P 20-mm diameter 60-mm diameter 2. What is the value of Q in kN so that the deflection at A is zero if P = 59 kN?
SOLVE ONLY ONE OF THE FOLLOWING, using either the Unit Load Method/Method of Virtual Work or the Castigliano's Theorem: A A.) For the truss loaded as shown in Fig A, calculate the total deflection at joint D. Consider uniform cross sectional area A= 500mm² and modulus of elasticity E for all members is 200 GPa. B.) For the rigid frame shown in Fig B, calculate the horizontal deflection at point C. Members have the same moment of inertia of 1440 x 104 cm4 and E is constant at 210 GPa. P= 151 kN P in KN B H O G 4@3m 12 m Fig. A P in kN LL D 4m 120 kN/m B 120 kN/m A 4m Fig. B P in kN 3m 5m
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
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 CONJUGATE BEAM 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
J.) For the rigid frame shown, calculate the horizontal deflection at point C. Members have the same moment of inertia of 1440 x 10 cm² and E is constant at 210 GPa. 120 kN/m B 120 kN/m A 4m P in KN 3m 5m P=229KN Solve using unit load method
a) For the fixed steel beam shown in Figure 1, use the double-integration method, i) determine the reactions and moment reactions at the supports A and B, ii) derive the full equation of the deflection curve for the fixed steel beam, iii) determine the maximum deflection đm of the beam AB. EI is constant b) Use superposition method to verify your answer in a) ii) 320 mm k = 290 mm A В L 160mm- Figure 1
Use the moment-area method to determine the lateral deflection at point D for the structure shown in Figure 1. 59 kN 100 kN 1m - 1m B D E = 200 GPa I = 1x10-4 m* 4 m A TTTT t
1: Both portions of the rod ABC are made of an aluminum for which E= 70 GPa. Knowing that the magnitude of P is 4 kN and Q is 16.8 KN check the deflection at A. C 20 mm diameter 0.4 m 40 min diameter 0.5 m 199
3
The rigid bar BDE is supported by two links AB and CD. Link AB is made of aluminum (E = 70 GPa) and has a cross-sectional area of 500 mm; link CD is-made of steet E = 200 GPa) and has a cross-sectional area 600 mm. For the 30-kN force shown, determine the deflection (a) of B, (b) of D, (c) of E. 0.4 m 0.3 m 30 kN E T0.4 m 0.2 m