From the PC, the deflection angles of two intermediate points A and B of a simple curve are 3°15' and 8°15', respectively. The chord distance between A and B is 40 m long. Find the length of the curve from the PC to B, in meters. O 74.3 O 70.5 66.1 62.4

Q: 12 kN 2 m [Figure for B1, B2] C -2 m B

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Q: Solve Problems by the moment-areamethod. EI is constant. Determine the slope and deflection of point…

A: The moment-area method is quite possibly the most effective methods for getting the bending moments…

Q: -Analyse the frame by the Slope Deflection Method, and draw the bending moment diagram and shear…

A: Question is based on the frame subjected to uniform load . Length of member and magnitude of load…

Q: 10 mm 900 mm 0-8.5 kN -500mm 800.mm IC. 70mm FIGURE P5.44

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Q: Solve using double integration method

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Q: Solve using moment area method

A: Given Data  EI = Constant  Determine the force 'P' required at C, if vertical deflection at C is to…

Q: P7.29. Compute the rotation at B and the vertical deflec- tion at D. Given: E= 200 GPa, IAC= 400 =…

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Q: Solve Problems by the moment-areamethod. EI is constant unless otherwise noted. Compute the…

A: The given problem is calculated by using the moment-area method. The deflection of the beam is…

Q: P7.18. The vertical reactions at supports A and D of the indeterminate beam in Figure P7.18 are…

A: Given: Beam ABCD as shown Compute Slope at B and Deflection at C using conjugate beam method

Q: P8.21. Compute the deflection at B and the slope at Cin Figure P8.21. Given: El is constant.

A: Given:- EI = Constant To find:- Deflection at B Slope at C Concept:- Virtual work method:- The law…

Q: Use the CASTIGLIANO'S THEOREM and determine the horizontal deflection at C. EI is constant.

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Q: P7.37. Compute the maximum deflection in span BC of the beam in Figure P7.37 and the slope on each…

A: Given: Beam ABCD as shown in the figure. Find: Deflection in BC and slope on either side of hinge

Q: P7.6. Derive the equations for slope and deflection for the beam in Figure P7.6. Determine the slope…

A: Given:- To find:- Equations for slope and deflection Slope at each support and deflection at mid…

Q: P7.17. Compute the slope and deflection under the 32-kip load at B and D. Reactions are given. I =…

A: Given, Point load at B and D =32 kips  Moment A and E =96 kips-ft. Reaction at support A,C and E =16…

Q: Handwritten answers only

A: a) SF= -14 kips    M= -14x+80 kip ftb) SF= -14 kips     M = 14x-340 kip ftExplanation:

Q: P7.11. (a) Find the slope and deflection at A in Figure P7.11. (b) Determine the location and the…

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Q: P7.8. (a) Compute the slopes at A and C and the deflec- tion at D in Figure P7.8. (b) Locate and…

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Q: P7.10. (a) Compute the slope at A and the deflection at midspan in Figure P7.10. (b) If the…

A: Given Data  Determine  1. Slope at A and midspan deflection (point-C).  2. Determine the value of…

Q: Solve using conjugate beam method

A: TO solve for the value of P for which the deflection at C is zero by Conjugate beam method. Free…

Q: (25 pts) Determine the slope at A using the conjugate beam method. El is constant. Indicate the…

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Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.