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
Using Finite Element with a minimum of 3 elements (Penalty Approach). For the beam and loading sh...
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
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Mechanical Engineering Department 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 6.87s o‘ ·6,87x/ 20 kN 12 kNm W150 × 13.5 0.4 m inI 0.4 m
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.
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 ↓
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
For the cantilever beam and loading shown, use the method of superposition to determine (a) the slope at point A, (b) the deflection at point A. Use E 200 GPa. Hint: Use the expression found in Problem 1 for the tri angular load. 120 kN/m W360 × 64 20 kN 2.1 m
The simply supported beam consists of a W410 × 60 structural
steel wide-flange shape [E = 200 GPa; I = 216 ×
106 mm4]. For the loading shown, determine
the beam deflection at point C.
Assume P = 53 kN, w = 91 kN/m,
LAB = LBC = 1.7 m,
LDE = LCD=1.8 m,
MA = 197 kN-m.
200 GPa; I 216 x 100 mm ]. For the loading shown, determine the beam The simply supported beam consists of a...
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
Q1. For the cantilever beam and loading shown with circular section of 60 mm diameter and E = 200 GPa, use Double Integration Method to determine the value of the first arbitrary constant C1. Unit of force must be in KN and unit of length must be in m. Express your answer in three decimal places. Q2. For the cantilever beam and loading shown with circular section of 60 mm diameter and E = 200 GPa, use Double Integration Method...
9. For the beam loaded and supported as shown in Figure (see Week 4), use the integration method to determine (a) The equation of the elastic curve using the xi and x2 coordinates (b) The slope at A. (c) The deflection at C Take E 200 GPa and1- 4 x 108 mm4 30 kN 20 kNm 4 m 2 m
9. For the beam loaded and supported as shown in Figure (see Week 4), use the integration method to determine...