613. If E = 29 × 10° psi, what value of I is required to limit the 1/360 of the span for the beam in Fig. P-613? 2400 lb/ft -6 ft- R1 R2 Figure P-6
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- A rigid beam BC is suspended by links AB and CD. Determine the deflection at point E if the areas for both links are equal to 150mm2 with E=200GPa.Calculate the horizontal deflection at joint D of the given indeterminaye truss below. Given: A=1,200 mm^2 E=200 GPaA simply supported beam, 12m long is subjected to a concentrated load of 8000N at a distance of 9m from the left support. If E = 200GPa and I = 60 x 10^6 mm^4. Determine the location of the maximum deflection from the left support. Determine the maximum deflection of the beam.
- A 10-m simply supported beam is loaded with 25Kn at midspan. Determine its maximum deflection in mm if El is equal to 6000000 N-m^2.An 8 m simply supported beam has a uniform load of 2 KN/m from left end to the right end and concentrated load of 10 KN at the center has a maximum deflection of: (EI= 5,000 KN.m²) A. 12.34 mm B. 21.33 mm C. 42.66 mm D. 34.34 mmDetermine the slope and deflection at point B of the steel beam shown. The reactions have been computed. E = 29(103) ksi, I = 800 in4.
- Determine the deflection at midspan of the structure Group of answer choices (-5wL^4)/384EI (5wL^4)/384EI (wL^3)/24EI (-wL^3)/24EIDetermine the deflection at point C of the beam. E = 200 GPa and I = 6 x 106 mm4.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 = 2.4 m).Assume a constant value of EI = 1590 kN-m2 for the beam; MA = 8.5 kN-m, w0 = 19.8 kN/m, LAB = 1 m, LBC = 2.8 m.
- Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. Note that: a = 3.7 m b = 31.0 kN/m c = 35 kN Find the ff. A. Vertical reaction at B in kN. B. Moment reaction at A in kN-m. C. Deflection at point C in mm. D. Deflection at midspan of AB in mm.E = 220 GPa and I = 39.9(10-6) m4. Determine the maximum deflection of the simply supported beam.Determine the slope and deflection at A of the cantilevered beam. E = 29(103) ksi, I = 245 in4.