Use the moment-area method to determine the slope at point A and the deflection at point C of the beam shown in figure: 155 kN 62.5 kN Hinge E F of B C 3 m-3m3 m-5m- +3m 1= 2080 x 10 mn l = 1040 x 10°mnf E = 200 GPa

Q: HW 1: Determine the deflection at point D of the beam shown in Fig. below by the virtual work…

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Q: The overhang beam shown below has a non-prismatic section. Given E = 29000 ksi, I = 3000 in¹.…

A: Given: A non prismatic overhang beam  Required: Rotation at C and deflection at D using conjugate…

Q: HW 2: Determine the deflection at point C of the beam shown in Fig. below by the virtual work…

A: Given :

Q: Use the virtual work method to determine the horizontal and vertical components of the deflection at…

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Q: For the beam shown, determine the deflection at D using the virtual work method. Please be clear…

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Q: For the beam shown, determine the deflection at D using Castigliano’s second theorem. Please be…

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Q: Problem #4 For the cantilever beam shown in figure. What value of P in newton that will cause 10mm…

A: Modulus of elasticity(E)=200 Gpa=200 x 106 N/m2, Moment of inertia: I=3,200,257 mm4=3.200257 x 10-6…

Q: Q8. Determine the deflection of point B on the steel beam with 1 = 80x106 mm4 and E = 200 GPa. [Ans.…

A: Given data: I=80×106 mm4E=200 GPa

Q: 10 Kips/ft A B 6' 6' 6' –

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Q: Use 3 decimal places

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Q: Using Superposition Method: Determine the midspan deflection of the beam in millimeters shown in…

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Q: Calculate the slope and deflection at the free end of the cantilever beam shown in figure using…

A: Apply standard results for each case

Q: Determine the deflection at the midpoint of the beam using virtual work. 250 N/m B 5 m- 2 m

A: Beam details along with loading: To determine = Deflection at midpoint of the beam using virtual…