For the beam shown in Figure below, find the general deflection equation and then find rotation at point A. * y| 600 N 1m 3m 2m 2m 400 N/m
Q: Question 61 The conjugate beam A'B' for the real beam AB is shown below. Determine the magnitude of…
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Q: 1.24 As depicted in Fig. Pl.24, the downward deflection y (m) of a cantilever beam with a uniform…
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A: E = 5000 ksi = 720000.00 ksf I = 1000 in4 = 0.0482 ft4
Q: 500 N 1000 N-m B DI 1 m 2 m 1 m
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Q: 120 kN 240 kN B 8 m A D 6 m E = 200 GPa A= 2500 mm²
A: Given:
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A: Applying Double Integration method E = 20 GPa = 20 x 103 Mpa I = 1600 x 106 mm4 = Moment of Inertia…
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Q: 7. Write the moment equation for the entire beam. Place your answer in a box. 8. Write the slope…
A: L = 7m
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A: Given data : E = 29,000 ksi By basic equilibrium condition, Σ Fx = 0Ax = 0 kNΣ Fy = 0Ay + By = 20 ×…
Q: From the figure, the beam used has the following properties: L = 2 m, E 200 GPa and I = 200 x 10° mm…
A: a.) The expression for maximum deflection of the beam is given as…
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Q: 1.24 As depicted in Fig. P1.24, the downward deflection y (m) of a cantilever beam with a uniform…
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Q: 10 kN/m A В 3.00 4.00 10 kN
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Q: 8 kN/m 30 kN C B 3 m 5 m 21 A
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Q: E=200,000 Gigapascals I=41.6x106 mm4 10KN/m A 21 B I 8 meters 4 meters
A: Finding support moments for span A'-A-B ⇒MA L2 EL2+2MBL2 EI2 + L3 EI3+MBL2 EL2= 6A1X1 EI1L1 +6A2X2…
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Q: Please answer with full explanation. ASAP. I will really upvote. Thanks
A: Solution: At C, 20N force is transferred to point C as 20 N force and a couple -20 x 5 = 100 Nm
Q: Figure 3 300 N/m 2 m 2 m R1 R2
A: NOTE - Hi! Thank you for the question As per the honor code, We’ll answer the first question since…
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- Calculate the vertical deflection of point B and the horizontal movement at D shown in the figure. Consider that all the elements of the truss are linearly elastic and have sectional areas of 1800mm2. Also consider an E of 200,000N/mm2. Add the calculation process of solving the problem step by step and complete the table accordingly. L F FB ∂FB / ∂PB FD ∂FD/∂PD AE - 2√2/3 PB -2/3 √2 EB EF AB BC CD BF FD FCDetermine the slope and deflection at point B of the beam shown below by the moment- area method. 90 kN 5 m El = constant E = 200 GPa I = 800 (106) mm4 %3D %3DProblem 7 The overhang beam shown below has a non-prismatic section. Given E = 29000 ksi, I = 3000 in4. Determine the rotation at point C and the deflection at D using the conjugate beam method. B I Seed 10⁰ 21 10' I = 29000 kesi 3000 int 2I 10' 20k
- Determine the slope at B and the maximum deflection of the beam shown in Figure the virtual work method. 20 kN D * 3 m OA * 10 kN C * E = 200 GPa I= 195(106) mm² 3 m 3 m AB * 3 m 20 KN E * byDetermine the slope and deflection at C by the conjugate beam method. E = 200GPa and I = 500x106mm4. IABC = 21 while ICDE = I 20kN 40kN 15kN E A 2m 4m 13m 6m D STUT 1mFind: Using the Principle of Virtual Work, and with equations for internal bending moment for both the real and virtual systems, calculate the vertical deflection of Point Bof the beam. P C В 0.25L 0.75L
- For the simple beam shown in the figure below, determine the slope at'B and the deflection at D if E= 16,500 MPa and I = 105 x 106 mm4. %3D 12KN 18KN D. 1.2m 1.5m 1.8m 4.5mdetermine the deflection at point D of the beam shown using virtual work method. 150kn E=70 GPa I=1000(10^2) mm^2Determine the slope and deflection at point B of the beam shown by moment area method. [ EI= constant, E= 70GPa, I= 164x10⁶ mm⁴]
- Problem 2: Using any method, find the ff. when E and I 100 GPa 100x10^6 mm^4 Location and magnitude of maximum deflection a. Rotation at right support in degrees b. 10KN/m 5kN/m 3m 3m 10 kN>10KN 4m A 3m 3m Using Virtual Work: Compute for the vertical component of the deflection at B and the horizontal component for the deflection at B. E=30GPa and 500sqmm cross sectional area for the membersIn this non-prismatic beamWhen E=60GPa and I= 260x10^6 mm^4By using the AREA MOMENT METHOD find the ff. a) Location and magnitude of maximum deflection b) Rotation at right support in degrees c) Rotation at left support in degrees(PLEASE SHOW COMPLETE SOLUTION)