Problem: (ACDF is rigid). Given E = 100 GPa, find: 1- the forces acting on members BC and DE, 2- the deflection at point A B A C D F + 100 mm P 100 mm 50 mm 50 mm ↓ 125 mm E 29

Q: Determine the reactions of the supports

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Q: 5 iz ft ік/на Ь 8++ 8ft бай бы = бы =бл=0 Өa=0 0=0 е =0

A: Solve by using the slope deflection method, for the moments and reactions at the fixed supports The…

Q: Find the vertical deflection at point B.

A: Solution is given below.

Q: Find deflection at point B. A B a

A: The deflection at point B is given by the formula;→YB=WL33EIwhereW=Point Load=PL=length=aE=young's…

Q: A -L/2- (x = 0, y = 0) (x=L, y=0) (x=0,² = 0) dz C -L/2- B

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Q: Q#2 Determine the reactions of all supports using the slope-deflection method. El is constant. 200…

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Q: Determine the deflection in inches of a .75" diameter steel shaft 13" long subject to an axial force…

A: Given, Shaft diameter is 0.75 inch Length of shaft is 13 inch Axial force is 1600 N Required:…

Q: Axial Deflection Prob 4. The assembly consists of two A-36 steel rods and a rigid bar BD. Each rod…

A: The diameter of each rod is .

Q: Consider a car of mass 1200 kg with a ground clear- ance of 390 mm supported by four springs of…

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Q: Find the reaction at the supports of the beam of length L=29 m, the distances X =2 m, Y =3 m, Z =8…

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Q: 2 kips B 2 kips E -4 panels at 10 ft = 40 ft span 2 kips G 8 kips H 10 ft

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Q: Determine the reactions at the supports for the prismatic beam and loading shown in Fig.

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Q: CB 2: Determine the Deflection and Rotation at C by Using Conjugate Beam Method. 9 kN 4 kN 2 E I E I…

A: RAy+RB=13.....(1)Taking moment at A9×1.8-RB×3.6+4×5.4=0RB=37.83.6=10.5 NFrom 1 RAy=2.5 kN

Q: Determine the deflection in point A and B, E= 30 GPa and A= 750 mm²? 40 KN 1.7 m

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Q: Solve using Double integration method and determine the max deflection

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Q: A B C P. F ЗЕ For the deflection at C to be zero, the ratio PIF is

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Q: Determine the slope at point A and the deflection at point C. (E = 200 Gpa)

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Q: A -L/2- (x = 0, y = 0) (x=L, y=0) (x=0,² = 0) C -L/2 B

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Q: Determine the equations of the elastic curve using the x1 and x2 coordinates, and specify the slope…

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Q: Using Castigliano’s theorem, determine horizontal and vertical components of deflection at point C.…

A: Given dataP=1000NEA=2×106N

Q: VIRTUAL WORK METHOD For the beam shown, determine the slope and deflection at points F and D. Points…

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Q: The rigid bar AD is supported by pin connection at point F and an elastic link AB. The link AB has…

A: Please see the attached detailed solution.

Q: В C A EI ЗЕI L/2 L/2

A: The moment area method is used to calculate the slope and deflection for beams of varying EI.…

Q: 3. Determine: (a) The rotation at B (b) The horizontal deflection at B. Portions AB and CD have…

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Q: 50KN АБ Chinge D E 60KN 8.0m 8.0m 8.0m 8.0m 6.0m 8.0m H -rollers That 30 KN

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Q: Problem 3: The given truss members have the same cross-sectional area and are made from the same…

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Q: Determine the deflection and slope at point C by using singularity function method.

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Q: Determine the span (S) in inches of the compressor belt, if the deflection(D) is 1.4 inches. Span

A: Ans: Span (S)= 89.6 inches

Q: Determine the span (S) in inches of the compressor belt, if the deflection(D) is 1.2 inches.

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Q: रणk

A: To determine the deflection at the free end

Q: 150 kN | 150 kN 60 kN - m 60 kN - m B |E - 2 m- - 2 m 5 m

A: Let us consider the reaction at the supports A is RA And the reaction at the supports E is RE Let us…

Q: eflection at y -

A: in simply supported beam having uniformly distributed load deflection required.

Q: d/2 d/2 PV The truss presented bellow is subjected to P-5 kN while the truss' dimension are such…

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Q: Determine the effective stiffness of the system that models the beam structure shown.

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Q: fixed support at the base. The support at the top prevents both lateral deflec- tion and rotation.…

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Q: 4. Repeat problem 3 assuming that the column is made of wood for which E = 10 GPa. Ans. 81.34 mm

A: Given   Force, F = 40 kN Length, L = 3 m              E = 10 GPa Find   Length, b

Q: eflection at x = 3L/4

A: deflection of beam is required at x= 3L/4

Q: Question 1: The blue bar AB is acted on by a couple moment. The green L- shaped bar BC is acted on…

A: The given combination of bars is in equilibrium so the net force in any possible direction is zero…

Q: C: find the value and the position of max. deflection w=5 KN/m, v=D4 KN/m, a=2m a 2a 2. 2.

A: Given Dataw=5kN/mv=4kN/ma=2m