Q.81 The point of contraflexure in the beam from C will be 10 kN 10 kN/m 10 m 2 m C
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![Q.81 The point of contraflexure in the beam from
C will be
10 kN
10 kN/m
10 m
2 m
C](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F349b6cc5-da93-44f3-bdf4-13c9ba3e7504%2Fcc9a332e-24f9-4e11-a752-df3f497fe9aa%2Fn67cfka_processed.jpeg&w=3840&q=75)
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- 3. Compute the reacting forces RA and Rg at the ends of the beam shown. These reacting forces are neccessary to maintain equilibrium. pª 3m 130N Fa 112 5mCLO 3: An 8-m simply supported beam AB carries a downward 8- kN point load located 6 m from the left support A. Determine the absolute deflection directly under the 8-kN load. 48/EI O 160/EI 20/EI O 72/EIDeflection of Beams Use Conjugate Beam Method Given: X - 274 у-74 а-8 b - 4 C- 9 Y kN X kN 2m 1 F 2m B 10 + B 1. What is the reaction at A? (kN) 2. What is the reaction at B? (kN) 3. What is the deflection at a point 2 m from A? (N/m³)/EI 4. What is the deflection at a point 2 m from B? (N/m³)/EI 5. What is the slope at a point 2 m from A? (N/m²)/EI 6. What is the slope at a point 2 m from B? (N/m²)/EI 7. At what distance from A will the maximum deflection of the beam occur? (m) 8. What is the maximum deflection on the beam? (N/m³)/EI
- Analyze the continuous beam by the three-moment equation. Find the RA, R3 and Re 40 kN 20 kN/m A Sm 3m ЗтDvestion 2: For the u sing beam shown determine the slope point c and des techon at MomenH Aria Metho d. 100 KN. m 25 KN/m 1SOKN EI > constant E = 200 Gpa 4m 4m 202 L10*) mm4 CS Scanned with CamScanner4. The rigid bar is supported by the pin-connected rod CB that has a cross-sectional area of 14 mm² and is made from 6061-T6 aluminum. Determine the vertical deflection of the bar at D when the distributed load is applied. Ear-68.9 GPa 1.5 m A -2 m B 300 N/m 2 m-
- The beam is supported by a pin at A, a spring having a stiffness at B, and a roller at C. Determine the deflection at B. EI is 40788045.2 kNm². a. 1.50 mm b. 0.404 mm c. 1.40 mm d. 0.912 mm1. Determine the deflection at the midspan of the beam below. (USE AMM) 75kN/m 50KN/m A B 6.0 m 2.0 mwill rate immediately pls answer asap wc of the ff gives the deflection at point C
- Problem 3 Analyze the simply supported beam loaded and supported as shown: 1200 N 800 N В AA 2m 2 m 1 m Question 9 Determine the deflection at the point of application of the concentrated load. Ans.: ElS = Blank 1 N.m? Blank 1 Add your answer Question 10 Determine the location of the maximum deflection from the roller support along the beam. Ans.: Blank 1 m Blank 1 Add your answer Question 11 Determine the angle of rotation at the point of application of the moment. Ans.: El0 = Blank 1 N.m? Blank 1 Add your answerDetermine the deflection at midspan of the structure A VDBefore the load P was applied, a gap, ?0(2.75mm) existed between the cantilever beam AC andthe support at B. Knowing that E=200 GPa, determine the magnitude of P for which thedeflection at C is δ(5.5mm) and the reaction at B. (Hint: Use the method of superposition and beam deflections in Appendix A)
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