12 k 2 k/ft 30 ft 10 ft- El = constant E = 29,000 ksi I= 2,000 in. (a) P( = 12 k) 2 k/ft B 30 - 30 + 4P FIG. 7,23 (b)

Q: 2-Determine the slope and deflection at point B of the beam shown by the direct integration method

A: The force of shear is a sensitive force on the surface. It's said to be the bending moment the…

Q: Calculate the deflection at the center of the beam in terms of EI using the Macaulay method.

A: According to the Macaulay’s method,

Q: -6 ft 60 k-ft B 12 ft El = constant E = 10,000 ksi L= 800 in 4

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Q: Find the value of deflection at the Position midway between the suffert and at the overhanging end…

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Q: Determine the smallest cross sectional area A required for the members of the truss shown in Fig.…

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A: Solution: Non prismatic beam solved using Area moment method:

Q: We are given the beam shown in Fig. 4. The moment of inertia of member AB is two times bigger than…

A: E = 5000 ksi = 720000.00 ksf I = 1000 in4 = 0.0482 ft4

Q: Answer the question What will be the deflection at Cfor the beam shown? P A B C - 1,1 ta a, I

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Q: Question Two The beam ABC in Fig Q2 is supported on pin and roller supports at points A and C…

A: Given data:- E = 70 GPaI = 335×106 mm4

Q: RA L RB

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Q: 3/4 t

A: Method of superposition is the method by which we can find the slope and deflection at any…

Q: A/ Use Castigliano's second theorem to determine the vertical deflection at joint B of the trusses…

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Q: Use double integration method to find the deflection at the pin C and the ler support D for beam…

A: Load at C (P=60kN)

Q: 90 kN b. 5 m El = constant E = 200 GPa = 800 (106) mm4 %3D

A: Direct integration method: Direct integral method is a type of structural method used to calculate…

Q: Determine

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Q: 1.5 k/ft 30 k A D В C -6 ft 4 ft- +5 ft- El = constant

A: Given:-  A simply supported beam is given with pin support at point A and roller support at point D.…

Q: Example: Detemine the slope at B, D and the deflection at A and C for the beam hown in Fig. below,…

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Q: 6. A cantilever beam subjected to uniform variable load, if the beam is made of I Beam having a…

A: In cantilever beam, maximum deflection will occur at free end (point B). By using virtual work…

Q: Determine the maximum deflection for the beam shown by the moment-area method

A: To determine;

Q: A, L, E 90° A, L, E

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Q: Determine the point at which the deflection is maximum in terms of EI using the Macaulay method.

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Q: Determine the maximum deflection for the beam shown by the moment-area method

A: Ay+By=0 ∑MA=0By(15)-60=0By=4 KNAy=-4 KN

Q: Determine the maximum deflection for the beam shown in Fig. 6.17(a) by the conjugate-beam method.

A: In the conjugate beam method, the real beam is converted to the imaginary beam with the same…

Q: please determine deflection at point C by assuming the stiffness (E,I) is constant (use conjugate…

A: ###Deflection at C of Given beam using Conjugate Beam method####

Q: Determine the smallest cross-sectional area A required for the members of the truss hown, so that…

A: As per guidelines we need to answer only first question so please repost rest questions separately.

Q: Determine the maximum deflection of the beam shown in Fig. a. EI is constant.

A: Since reactions are already shown in the figure. So, by Macaulay's method of integration, deflection…

Q: Calculate deflection at B point using the Moment-Area method. (AB/A =?) P=2kN A 4 m B

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Q: Use Castigliano’s second theorem to determine the deflection at point B of the beam shown in Fig.…

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Q: 70kN 60KN 12KN/m 25KN.m. B C E A 6m 2m 2m 2m 21

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Q: using the moment area theorems determine the maximum deflection.

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Q: Determine the maximum deflection 6 in a simply supported beam of length L carrying a uniformly…

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Q: Problem (8): Both portions of the shown rod ABC are made of aluminum for which E = 70 GPa. Knowing…

A: Free Body diagram of beam AB and BC:

Q: 1. Determine the slope and deflection at point B of the beam using the conjugate- beam method. -2 m-…

A: 1) Calculation of Reactions: ∑MC=0(VA×4 )+ 80=0VA=-804=-20kN∑Fy=0VA+VC=0VC-20=0VC=20kN∑Fx=0H=0 2)…

Q: Determine the slope and deflection at point B of the beam shown by using double integration method.…

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Q: a) Use the principle of virtual work to determine the rotation at Support B. (The postive direction…

A: Given: q = 14KN/m P = 35 KN Required : Rotation at support B

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A: Given data: A cantilever beam of length=4m and moment=50 kn-m E=70 Gpa I=164*10^6 mm^4 EI=11480…