Revrrse Curve Given First Pl- 75 20 00" L deFlection cngle Pl2-40+16.70 83° 50 00"R deflection angle 33+ 50. 15 R= 375 00 PL sta. 40+70 BC 83 50'00 R T2 PRE Pla sta. (15'2000"L 33+ 50.15 Detamine the radius of the secon d curve. R= 375. 60

Q: Section 0 1 2 Remark VR (m/s) Depth (m) (degrees) - - - Right bank. 1.75 55 1.8 1.84 57 2.5 2.00 60…

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Q: Given Beam with FBD for Reactions 50 kN 2m 3m Solution for solving reactions 20 kN/m 5m Draw the…

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Q: E = 150GPa and I = 70 x 10^6 mm^4. Solve the slope at 5m from 6 kN/m 3 kN/m A BC tit 3m -0.000416rad…

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Q: 2) Given the cross sectional area below. The horizontal neutral axis is 129.0mm from reference…

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A: Hi! Thank you for the question, As per the honor code, we are allowed to answer three sub-parts at a…

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Q: 2.8m D B A 1.6m 2.4m 12KN 90° F 1.6m dla J 90° 12KN 1.6m 2.4m Determine the nature of forces CD, CF…

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A: ###Calculation of horizontal deflection and Slope At C using virtual work method of analysis

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Q: Refer to the previous problem. Determine the balanced load in kN. O1355 < 1553 1535 5135 Previous…

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Q: 2. Determine the Shear and Moment Diagram by Using Area Method. (Write the Degree of the Line/Curve…

A: Solution: Considering the diagram: Applying equilibrium…

Q: The deflection and slope at C will be (take El = 12000 kNm²) 24 kN Im 60 kNm 1 m O

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A: It is asked to find deflection curve at segment AB.

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A: Given, A1 = 367.5KN-m2 A2 = –214.375 KN-m² A3 = 16.875 KN-m²

Q: Compute the deflection at C

A: Use virtual method

Q: Convert the following WCB into Reduced Bearing. • 499 • 2409 1339 • 335°

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Q: The simply supported beam is as shown in the figure. 80 lb/ft A 2 ft R2 = 320/3 Ib 4 ft R1 = 640/3…

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Q: Given Beam with FBD for Reactions 50 kN 2m 3m Solution for solving reactions 20 kN/m 5m Draw the…

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Q: The weight of the suspended pipe in figure shown is 540 N. a. Determine the tensile force in BE a.…

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Q: From the beam shown. Let P = 30 kN, Q = 2 kN/m, L =6m and EI = 200MNm^2 Determine the following;…

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Q: sorry，what are these： Step 3 Slope deflection equation In section AB MAB= MFAB+22EIL2θA+θB-3δLMAB=…

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Q: If whole circle bearing of a line is 1200, its reduced bearing is A. S 20? E B. S 60? E C. N 120? E…

A: 1. whole circle bearing-WCB=1200so,1200-360o×3=120o120o=2nd Quadrant90o+30o in the S-E…

Q: c) 777777 A 10m E = 200 x 10⁹ N/m² I = 2000 x 10-6 m4 B A =0.03m 10m Find the bending moments at B &…

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Q: What is the base angle at Slice 3 in the fgure below? a. 5o b. 16o c. -5o b. -16o

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Q: 2. Determine the following: Use Bracket Method |P 2P A B В D L L а 2 a. Equation of the slope b.…

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A: X = 192 kN and Y = 93 kNRequired:Deviation of B with respect to tangent at ADeviation of A with…

Q: 2) Given the cross sectional area below. The horizontal neutral axis is 129.0mm from reference…

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Q: (a) Draw qualitatively the deflection curve based on the bending moment diagram. (b) Determine the…

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Q: Use the Area moment method to cal culate the slope and deflection about point B. IOKN/m

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Q: 150. kN.m 25. kV/m C B 1m Im 4m R1 R2 FIGURE B

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Q: 60N 10 3m 40° 150N A 90N SON P 3. Which of the following single forces is equivalent to the given…

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Q: (a) E= 29,000 ksi, and I=300 in⁴ (b) E =29,000 ksi, and I= 200 in⁴

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Q: Prepare the data for the layout of the given reverse curve by deflection method with the given…

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Q: 2. AB BC N 75°E S 65⁰ E ✓ 30⁰ E R₁ = 2R₂ * Determine 200m the length of the compound curve.

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