Analyze the propped beam loaded as shown below: use either double integration or area moment method. 1.Determine the reaction at the roller support.  Ans.: RA =  kN 2. Determine the deflection at midspan of the beam.  Ans.:  kN.m3 3.

Q: SOLVE

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Q: Use Slope-Deflection Method to solve for the moment reaction at C in kN-m on the 250 mm x 350 mm…

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A: To calculate member end moments and reactions for the beam use the slope deflection method.

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Q: Calculate the deflection at B using Area Moment Method. Answer in terms of El. P1 = 51 kN w = 36…

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Q: Compute the slope and deflection at point C and the maximum deflection between A and B for the beam…

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Q: CB 3: Determine the Deflection and Rotation at C by Using Conjugate Beam Method. 7 kN 2 E I C 2 E I…

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Q: 250kN 180KN B C 4m 4m 2m 4m 21

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Q: Problem No. 2: For a continuous beam loaded as shown in figure. Assume El is constant. Using Slope…

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Q: In the propped beam shown, Solve for the following 1. wall moment 2. maximum deflection

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Q: Compute the slope at support A and the deflection at B in Figure P8.18. EI is constant. Express your…

A: Solution:

Q: In the propped beam shown, Solve for the following 1. wall moment 2. maximum deflection .....

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Q: 12 kN/m A 4 m 4 m

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Q: Use Slope-Deflection Method to solve for the moment reaction at C in kN-m on the 250 mm x 350 mm…

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Q: SOLVE THE FOLLOWING USING ( SLOPE DEFLECTION METHOD) 1) Slope at B, in radians 2) Slope at C, in…

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Q: USE SLOPE DEFLECTION EQUATIONS 6 k 3k/ft B 800 in C 650 in -8 ft- -8 ft- -12 ft 15 ft 400 in 200 in…

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Q: For the frame shown, determine the moments at A, B, and D by using slope-deflection method. Draw the…

A: Solution:- 1. Fixed end moments:

Q: 2. Use the moment-area method to determine the slopes at ends A and D and the deflection at midspan…

A: Given data:

Q: 15 k A C B 6 ft 6 ft

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Q: Q1. A continuous beam shown in Figure Q1 is held by a pin support at A and by roller supports at B…

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Q: 2. Determine the slope and deflection at point A for figure (a) and point D for figure (b) as shown.…

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A: KI = 3 (θb,δb,θc)

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Q: 1. Assume El to be constant, E=200 GPa, l=500 x 10^6 mm^4. * 12 kN 12 kN 12 kN 2 kN/m |B 2m 2m 2m

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Q: 1. Will Mb increase or decrease. Explain why. 2. Solve Mb using THREE-MOMENT EQUATION. 3. Determine…

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Q: 30 kN/m B C 6 m -4.5 m- El = constant E = 200 GPa I = 800(10)mm4 Determine the vertical deflection…

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Q: Use slope deflection method to determine the reactions for the frame shown. 36 kN/m D 4 m 4 m

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Q: Use Slope-Deflection Method to solve for the moment reaction at C in kN-m on the 250 mm x 350 mm…

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Q: Compute the deflection at B and the slope at C in Figure P8.21. Given: EI is constant.

A: Compute the deflection at B and the slope at C

Q: Q. 3 Determine the slope at the A for the beam shown in Fig. 3 using the moment-area method. Also,…

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Q: Calculate the deflection at B using Area Moment Method. Answer in terms of El. P1 = 101 kN w = 37…

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Q: 20K A B D IS

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Q: 1.5 k/ft 20 k 21 D. E= constante 30 ft B. 40 ft

A: We have the system as:

Q: Use Slope-Deflection Method to solve for the moment reaction at C in kN-m on the 250 mm x 350 mm…

A: Fixed end moment in each span    MAB= -Pab2l2 = - 37×2.5×3.225.72=-947.232.49 KN.m    MBA= Pa2bl2 =…