2 m -2.5m 15 m- 2 m Which of the fol lowing gives the location of thne point of contraflexure from the right end of the beam? Select the correct response 4.75 m 4.50 m 3.50 m 3.25 m

Q: Date: 5 meter long by I meter wide slanted gate has a at point e CkN) reguired to keep the gate…

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Q: 32 t/m 3 m 8t 3 m

A: Free body diagram

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Q: 2. Analyze the continuous beam by the three-moment equation. Find the Ra, Rg and Re. 40 kN 40 kN/m…

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Q: Theory of Structures Third Stage H.W-1: Draw the influence for • Reaction RG and RF Shear VCD •…

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Q: need

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Q: solve for the reactions of the beams

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Q: EI - 3*10" KN.m² Q/ For the beam shown in Pig. a1). Find all moments (Use s.D.M)

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A: Given, Draw the FBD:-

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A: The given figure can be divided into three parts as shown below.

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Q: 200N/n A f O B 1.5m 1.5 1.5 m

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Q: The cantilever beam shown with uniform cross- 2 section having flexural rigidity El= 24.0 MN.m, L=…

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Q: Find the following: (a) vertical reaction point C (b) vertical reaction point G (c) vertical…

A: Given:-

Q: Determine the failure mode and plastic moment that might be occurred in the beam. 100KN 30KN/m A 8m…

A: 1.Consider AB beam as follow ; 2. Internal work done = External work done Mp * θ +Mp * 2θ + Mp * θ…

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Q: (47 H.WOA vod Consists of three bars of unequal dlameters as shown in fig., find the Stress in each…

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Q: Example no. 3 ) <Fx = 0 Ax =D • Given the beam as shown: 50 kN Determine: 20 kNm a.) Reaction at A.…

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Q: D-020. Determine the deflection at midspan and maximum deflection. 15 kN/m 6 m- 150 kN - m f 50 kN…

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Q: Determine the reactions at A and B (in Newtons).

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Q: Influence line is applicable to beams only. Group of answer choices True False

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A: Slope deflection method is used when kinematic indeterminacy (DK) is less than static indeterminacy…

Q: UVING DOUBLE E = 10-4 GPa 1 - im 22 kN/m ↓ ↓ ↓ ↓ ↓ 2m 4 83 28x10 m E 4 mm INTEGRATION 2.5m 1.3m…

A: Given: E = 10.5 GPa I = 8325 x 106 mm4 To find: Slope and deflection at E (x = 1 m from A) Absolute…

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A: Solution: Considering the given diagram:

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Q: Q2/For the beam shown in Fig. (3). Determine the OB and Ap by double - integration method. 25KN/m…

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Q: solve the reactions using slope deflection method without settlements

A: Calculation of Reactions at Supports Using Slope deflection method of Analysis ####