6. Given the beam loaded as shown, determine the deflection at the midspan. Use Conjugate Beam Method. 270 kN 45 kN/m A B 3 m 3 m 3 m El = constant E 200 GPa %3D I = 1665x10°mm*

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

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Q: Determine the slope and deflection of the beam at point A in terms of El. Use virtual work method…

A: Given,  Total length of beam = 4m Our aim is to calculate, deflection at A using method of virtual…

Q: 60 k 3 k/ft A В C -10 ft- 10 ft- 10 ft- El = constant E = 29,000 ksi I = 4,000 in.4 %3D

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Q: 180 kN 15 kN/m A D В -5 m 5 m -4 m El = constant E = 70 GPa I = 2,340 (106) mm4

A: Find deflection at D

Q: For the beam shown below, determine the deflection at A in mm by the virtual work method and the…

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Q: 30 kN 15 kN 3m 6m 3m

A: Let the reaction at A be RA  and the reaction at D be RD ALso, let the moment of inertia along the…

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

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Q: 180 kN 15 kN/m B D -5 m- -5 m- -4 m- El = constant E = 70 GPa I = 2,340 (106) mmª %3D

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Q: 1. By using Conjugate Beam Method, Determine the deflection at the midspan of the beamshown. 30 kN/m…

A: Given, EI = Constant           E=200 GPa           I=1460 X106 mm4 Here, I am attaching the suitable…

Q: Use the virtual work method to determine the slope and deflection at point D of the beam shown…

A: Virtual work method: It states that the total work done by the external forces acting on the…

Q: find the value of deflection at the Position midway between the supports and at the overhanging end…

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Q: Areas: E O AD = 400 mm2 CE = 500 mm² %3D 5 m D 2 m А В A C -2 m→-2 m→

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Q: Determine the slope and deflection at point Bof the beam shown by the direct integration method. 50…

A: Solution: Given data: Youngs modulus E=70 GPaMoment of Inertia I=164×106 mm4 Consider flexural…

Q: 2. Determine the maximum deflection of the simply supported beam using double integration method. E…

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Q: Use the principle of superposition and the tables of principal values to determine the deflection at…

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Q: 4. By using Double Integration Method, Determine the deflection 3m to the left of roller support. 30…

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Q: Determine the maximum deflection for the beam shown in Fig. 2 using integration method. El is…

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Q: 1. Determine the Maximum deflection of the beam shown using double integration method. E = 20 GPa, A…

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Q: Use the virtual work method to determine the deflection at point C of the beam shown

A: Given:- EI= constant E=29000ksi I=350 in4 To find:- deflection at point C

Q: Determine the location and magnitude of the maximum deflection for the beam shown below using double…

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Q: 1. Use the virtual work method to determilne the vertical deflection at joint of the truss chown. D…

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Q: Use the superposition method to determine the slopes and deflections at points B and C of the beam…

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Q: 3. Determine the slope and deflection at point B of the beam shown using the Area- Moment Method.…

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Q: Determine the location and magnitude of the maximum deflection for the beam shown below using double…

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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: 1. For the beam loaded as shown, by conjugate-beam method (CBM). Determine the slope and deflection…

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Q: Determine the Vertical Deflection at A using Conjugate Beam Method. Indicate the negative sign if…

A: The deflection of a beam due to bending can be determined by using double integration of the…

Q: Using Conjugate Beam Method determine the deflection of the steel beam at point C. 8 KN с 9 m + 3 m

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Q: Use Castigliano’s second theorem to determine the horizontal deflection at joint E of the truss…

A: Solution;

Q: Use the virtual work method to determine the slope and deflection at point D of the beam. EI=…

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Q: 270 kN 45 kN/m В 3 m 3 m 3 m El = constant E = 200 GPa I = 1665x10°mm

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Q: 15kN A 2m 3m 25kN/m 5m 14m 4m QUE

A: Given data:

Q: Determine the deflection at the end of the overhang by conjugate beam method. The modulus of…

A: We have to determine the value of deflection at the end of the over hanged by conjugate beam method…

Q: a. Determine the slope and deflection at the free end of the overhanging beam shown below using the…

A: General equation of castigliano's method; ∆(deflection) = ∫0L∂M∂PMEIdx θ(slope) = ∫0L∂M∂MMEIdx…

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

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Q: 5m 180 KN -5m 15 kN/m 4m

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Q: A 20kN B 2m 3m 30kN ↓ C 10m 5m D

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Q: Note: Answers accurate to the nearest hundredths. 1. Determine the deflection at point D of the beam…

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Q: By using Double Integration Method, Determine the deflection at the free end of the beam shown 180…

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Q: Using Double Integration Method analyze the beam below 25KN 10KN/m A В El=120000KNM^2 C -4m…

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Q: 3. By using Double Integration Method, Determine the deflection at the free end of the beam shown 60…

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Q: 147 How 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 B by the conjugate beam method for the beam shown below. 2…

A: ΣV=0 VA = 30 x 2 =  60 k Bending Moment at A = - 30 x 2 x 15 = -900 k.ft Bending Moment at B = 0…

Q: USE DOUBLE INTEGRATION METHOD TO FIND THE DEFLECTION AT B AND DEFLECTION AT C. 31KN 28.8KN/m А D В…

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Q: Q6 Determine the maximum deflection in point B in frame shown in Figure 6. Q= 240 kN and E=200 GPa.…

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Q: QUESTION I-TRUSS [40] For the truss shown below, determine the horizontal deflection of joint B by…

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Q: 1. Using the method of superposition, find the deflection at a point midway between the supports of…

A: Given data: E=200×109 N/m2 b=200 mm d=450 mm

Q: 2. USE CONJUGATE BEAM METHOD. For the beam shown, determine the following: a. Slope at point A in…

A: Given data:

Q: Use the moment-area method to de- termine the slopes and deflections at points B and C of the beam…

A: We have to find slope of deflection at point B and C by using moment area method.

Q: 3 m ՎԱ (0) 400 m2 261) ma 3 m 150 EN 4000 mm E = 70 GPa 4000 mm2 3 m 225 k

A: