The deflection angle from PC of two points A and B on a simple curve are 3°15’ and 8°15’, respectively. The chord distance between A and B is 40m. Find the length of curve from PC to A. a. 26 m b. 28 m  c. 32 m d. 36 m

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A: Bending moment diagram; MA=300 kip-ftMB=300 kip-ftMC=300+100×8MC=1100 jip-ft

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Q: calculate the slope and deflection at C use Moment Area theorem

A: Free body diagram -  Force in the vertical direction -  ∑FY = 0⇒RA + RB - 8 - 4 = 0⇒RA + RB = 12KN…

Q: 2Pk/ft P k/ft A B -L- –L/2· -L/2→

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Q: elAB=260mm, Lạc" 170mm, Lco = 130mm, LDE=330mm, Mg = 370 N-m, P= 2000 N am er the beam. C D LAB Lạc…

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Q: By MOMENT-AREA METHOD DETERMINE THE SLOPE & DEFLECTION AT POINT B&C 4m 12m 490 N + 4 m/4m/ 7m $490 N…

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Q: A Find the deflection and slope at point C, using moment area theorem 20k 20k 10m 5m 5m 10m B

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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…

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Q: Determine the slope at point A and the Deflection at Point C by Moment-Area method.

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Q: Use the moment-area theorems and determine the slope at B and displacement at B. EI is constant.

A: Consider the free body diagram of the given beam as shown below. EI=Constant Support Reactions:…

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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.