Forget-me-nots: Beam subjected to a load See figure underneath, a loaded beam ABC supported at A and C. Determine the displacement at point B. The following information is given: AC=3540 mm b= |P= 55 kN 1880 mm EI = 4.8-106 Nmm² P a b B C (Deze afbeelding is overgenomen uit Hibbeler) Point B deflects: Number mm (± 0.1 mm)

Forget-me-nots: Beam subjected to a load See figure underneath, a loaded beam ABC supported at A and C. Determine the displacement at point B. The following information is given: AC=3540 mm b= |P= 55 kN 1880 mm EI = 4.8-106 Nmm² P a b B C (Deze afbeelding is overgenomen uit Hibbeler) Point B deflects: Number mm (± 0.1 mm)

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter9: Deflections Of Beams

Section: Chapter Questions

Problem 9.2.5P: The deflection curve for a cantilever beam AB (sec figure) is given by...

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Use the conjugate beam method to determine the magnitude of the deflection at C (in feet). Assume A is a pin and B is a roller. El = 78,750 k-in² and is constant. P=20 kips, w = 1.8 kips/ft. A -5 ft- P |D 5 ft B -5 ft ic 643
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W= 3kN/m M=3kNm
Please help me with finding the V max M max negative and M max positive and the sketch the deflected shape of the beam.
Problem 2 (30 points): The formula for the deflection of the beam shown is: Wo y(x) = (-x5 + 5Lx-10L?x3 + 10L³x²) 120LEI Wo 15 x 107 N L = 2m %3D max m E = 7 × 1011 N m2 I = 6 x 10-4m Use the Newton-Raphson Method to determine the x location along the beam where the deflection is y(x) = 0.14 m. Use a starting guess of xo 1.2 m. Be sure to show your %3D calculation for the derivative of the function and your calculations you use to fill out the table. You only need to perform two iterations of the method, which means you should fill out the table below. Notice that y is defined as positive in the downward direction, which means that both the function and the target deflection are positive values in the coordinate system. y(xn) y'(xn) Xn+1 Step Xn 2.
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For the beam and loading shown, use discontinuity functions to compute: (a) the deflection VA of the beam at A, and (b) the deflection Vmidspan of the beam at midspan (i.e., x = 2.45 m). Assume a constant value of El = 1270 kN-m² for the beam; M₁ = 9 kN-m, wo = 19.8 kN/m, LAB = 1.1 m, LBc = 2.7 m. MA A Answer: (a) VA = (b) Vmid i LAB i Wo B LBC mm. mm.
The cantilever is subjected to a point force "P" in the middle of the beam span. The beam's modulus of elasticity, E-200 GPa and moment of inertia, l= 6x10^6 mm^4, are the same at every point. Accordingly, in which option is the maximum deflection (vertical displacement) in the beam given in "mm"? P= 12 kN, L= 2.8 m.
8. At what distance a should the bearing supports at A and B be placed so that the deflection at the enter of the shaft is equal to the deflection at its ends? Use MAM. The bearings exert only on the hafts. The flexural rigidity is constant. 9. For this beam example, let's say we are interested in finding the deflections at every key point of the beam (A, C, and E) using the conjugate beam method. 10. Determine the equations of the elastic curve using the coordinates x1 and x3 and specify the slope and deflection at point B. El is constant.
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