Fig. P9.12 Answer For the beam and loading shown, determine the deflection at point C Use...
Q1. deflection at point C For the beam and loading shown, determine (a) the reaction at point A, (b) the Use E-29*106 psi and I=156 in2 9 kips/ft A C w12 x 22 -6 ft 6 ft Q1. deflection at point C For the beam and loading shown, determine (a) the reaction at point A, (b) the Use E-29*106 psi and I=156 in2 9 kips/ft A C w12 x 22 -6 ft 6 ft
14.5 For the beam and loading shown, determine (a) the deflection at the midsection C, (b) the slope at the end B. 9 Fig. P14.5 Fig. P14.6 14.6 For the cantilever beam and loading shown, determine the deflection and slope at te wind point B.
For the cantilever beam and loading shown, determine the slope and deflection at point B. Use E = 32 x 106 psi. 125 lb 15 lb/in 1.75 in B 30 in 10 in. The slope at end Bis x 107 rad. The deflection at end B is in.
Question 2 For the beam and loading shown, use Macaulay notation to determine t0) (a) the equation of the elastic curve, (b) the deflection at point B, (c) the deflection at point C. BI IIC Use, L=2.5 m E = 200 GPa l 3.6 x 10-5 m Question 2 For the beam and loading shown, use Macaulay notation to determine t0) (a) the equation of the elastic curve, (b) the deflection at point B, (c) the deflection at point C....
For the cantilever beam and loading shown, determine the slope and deflection at end C. Use E= 28 × 106 psi. 125 lb 15 lb/in. 1.75 in. |A 30 in. 10 in. x 10-3 The slope at end Cis rad. * in. Į The deflection at end Cis
4. The simply supported beam is subjected to the loading shown. Determine the deflection at its center C by using superposition method (diagrams are in the Appendix C). 2 kip/ft 40 kip.ft F 104 | 10 10 ft 10 ft
For the cantilever beam and loading shown, determine the slope and deflection at point B. Use P 5 kN and E 200 GPa. (Round the final answers to two decimal places.) S100 X 11.5 0.75 m 0.5 m The slope at point B is The deflection at point B is x 10-3 rad. mm ↓
y P = 35 lips С For the beam and loading shown, determine the deflection at point C. Use E = 29 10° psi. W14 X 30 a L = 15 ft [x = 1, y = 0] [x = 0, y = 0] [x = 0, y = y] dy dy dx dx Ya a 2 ft What is the deflection of the beam at point (in inches)?
For the beam and loading shown in Figure 6, determine the slope and deflection at point B. You may use the online tool https://mechanicalc com/calculators/ to obtain the solution. L2- L/2
2. For the beam and loading shown, determine the slope and deflection at point B. Where: w = 2 kN/m, L = 2 m, E = 200 GPa, and I = 1.708 x 10 m. B 1/2- 1/2