Determine the slopes and deflections at points B and C of the cantilever beam shown in the figure by the conjugate beam method. 20 kips E= 29,000 ksi 15 ft 10 ft 1= 6000 in |= 3000 in

Q: 100 kN 300 kN–m A B 3 m 6 m 21 I E = constant = 70 GPa %3D I = 500 (106) mm %3D

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Q: the Virtual Work method to calculate the vertical deflection at A of the frame shown in Figure 2…

A: Given:- E= 200 GPaI = 250 × 10^6mm4 To find:-  vertical deflection at A

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

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Q: 9 kN 4.5 kN/m E= 120 GPa 90 mm 20 mm A В 40 mm 30 mm 1m 1m-

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Q: Calculate the slope and deflection at Point B Using A) Area Moment theorems B) Conjugate Beam…

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Q: help please

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Q: For the beam shown in figure, find the deflection and rotation at Free end by using double…

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Q: Determine the slope and deflection at point B of the beam shown  if the figure.

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Q: 9

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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: Calculate the slope and deflection at the free end of the cantilever beam shown figure using Method…

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Q: Determine the maximum vertical deflection in the beam shown below. Use the conjugate beam method.

A: Given A beam To find Maximum deflection using conjugate beam method

Q: 2.5 k/ft Hinge 35 k B -16 ft- -8 ft 8 ft-

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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: on at the free end. See figure 06. El = 1600NM² 6m Figure 06 c0m F0m

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Q: For the shown beam, calculate the deflection as well as the slope at point (e). EI is constant. 100…

A: Given data:- Beam diagram show in figure;

Q: 2. Determine the deflection at point C of the beam shown in the figure (a) by double integration…

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Q: of How Walue of deflection at Points Card D by using doubl use EI=Snstant. loo KN

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Q: What is the Vertical Reaction at A? What is the Moment at A? What is the Vertical Reaction at B?…

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Q: 250/El kN/m² col 10,000/El kN/m³

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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 the maximum deflection for the beam shown in figure below by the conjugate-beam method.

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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: Determine the deflection in mm at the free end if P = 22 kN and L = 10 m. E = 200 GPa and I = 60.7 x…

A: Given Data: p=22 KN L=10m E=200GPa I=60.7×106 mm4

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: 50 kN w = 20kN/m C A 4m B 4m RA REAL BEAM Re R, R2 M2 CONJUGATE BEAM

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Q: Use the conjugate beam method to determine the slope at point A and the deflection at point Cof the…

A: Given: Beam with point loads Conjugate beam is to be drawn E = 200 GPa I = 1080 *10^6 mm^4, 2I =…

Q: Q8. Determine the deflection of point B on the steel beam with 1 = 80x106 mm4 and E = 200 GPa. [Ans.…

A: Given data: I=80×106 mm4E=200 GPa

Q: 2. Using conjugate beam method, compute the slope and deflection at the free end of the of the…

A: EI = 29,000 X 760 = 22.04 X 106 k-in2

Q: Use 3 decimal places

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Q: Anternal 2000 mm, A ns -2400 mm. Distances are in meters. Show complete 12kN D. 5kN F H. TOKN B

A: As per guidelines we need to answer only first 3 subparts of question so please repost rest…

Q: Determine the slope at A and B and the deflection at C for

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Q: El is constant for the beam shown in Figure 4. • Compute the rotation of the beam at B. • Compute…

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Q: Determine the slope and deflection at point B of the beam shown by double integration metho 50 kN ·…

A: To find slope and deflection at B

Q: 50 kN–m LA 4 m- El = constant E =70 GPa I = 164 (106) mm4 %3D %3D

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Q: using the moment area theorems determine the deflection at point B.

A: ###Calculation of deflection at B using Area Moment Diagram

Q: El is constant for the beam shown in Figure 4. • Compute the rotation of the beam at B. • Compute…

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Q: D. B F3m- -5 m

A: Given:- L=15m E=30GPa EI=constant I = 1800 x 106 mm4 To find:- The deflection at C

Q: Determine the slope & deflection at the free end of the cantilever beam shown in figure, by…

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Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.