2. For the beam and loading shown, determine the slope and deflection at point B. Where:...
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 ↓
Check my work For the cantilever beam and loading shown, determine the slope and deflection at end C. Use P = 9 kN and E= 200 GPa. (Round the final answers to two decimal places.) P Р B I A $100 X 11.5 -0.75 m 0.5 m The slope at end Cis The deflection at end Cis x 10m rad . -3 mm.
Q-3 For the beam and loading shown, determine (a) the slope at end A, (b) the deflection at point C. Use E = 200 GPa. I r 6.87, io'--' · '.g7s/o''-, 20 kN 12 kN/ w150 × 13.5 0.8 m 0.4 m im
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....
4. Determine the slope and deflection at end point C of the cantilever beam shown in the figure. Use E = 200 GPa, I = 10 x 106 mm 3 kN/m 2 kN.m A B 2 m 2 m
for the beam and loading shown, determine the slope and deflection at point B Sample Problem 9.7 w с А B For the beam and determine the slop LLI L/2-L/2 point B.
Problem 3: For the beam shown find the slope and deflection at point B and C 100 KN 300 kN-m 6 m E = constant = 70 GPa 1 = 500 (106) mm Problem 4: For the beam shown find the deflection at point B and the slope at point A 80 KN 12 m 12 m E = constant = 200 GPa I = 600 (106) mm
Using Finite Element with a minimum of 3 elements (Penalty Approach). For the beam and loading shown, determine (a) the slope at the end A, (b) the deflection at point C. Use E= 200 GPa And I = 6.83 x 106 mm4 or the beam and loading shown, determine (a) the slope at end A, (6) the deflection at point C. Use E 200 GPa and I -6.83 x 10+6mm4 Use FEM with a minimum of 3 elements(Penalty Approach). 20...
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.
Question5 For the beam and loading shown, use Macaulay notation to determine L0 (a) the equation of the elastic curve, (b) the slope at end A, (c) the deflection of point C Use; L 3 m L/2 L/2 E 200 GPa I = 3.6 x 10-5 m4