3. Determine the deflection at point C, and the equation(s) of the elastic curve (for the entire beam). Use E- 200 GPa....
Determine the deflection at point C, and the equation(s) of the elastic curve (for the entire beam). Use E = 200GPa and I can be obtained from Appendix E. Required: use direct integration. Show all work, especially how constants of integration are determined. Note: the origin, x=0 should be at point A for all parts of your work. Show statics work to justify the M(x) functions that are the basis of your solution Mo = 38 kNm C DOTO W100...
For the beam below, determine the deflection at point C. Use E 200 GPa and I = 13.4 x 10 mm". 20 kN/m в С W150 X 24 30 KN -1.6 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. 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....
The simply supported beam consists of a w530 x 66 structural steel wide-flange shape [E-200 GPa; I -351 x 106 mm]. Determine (a) the beam deflection at point C. (b) the beam deflection at point E. Assume P = 35 kN, w = 80 kN/m, LAB = LBC = LCD = 4 m, LDE = 2 m LAB BC Answers: (a) vc=T-190.693 (b) VE178.156 The simply supported beam consists of a w530 x 66 structural steel wide-flange shape [E-200 GPa;...
For the cantilever steel beam [E 190 GPa; deflection VA at A 110 x 106 mm*], use the double-integration method to determine the Assume L = 1.6 m, P = 59 kN, and wo = 106 kN/m. Answer: VA = the tolerance is +/-296
Question 10 3 pts Calculate the deflection at B of the steel beam (E=200 GPa), if a=1.5 m and P=10 kN. Take I = 102 x 106 mm4 Write your answer in mm to 2 decimal places. Mo = Pa B
3) For the steel beam shown in figure, E = 200 GPa, 7 = 100 x 106 mm4, L = 5 m and w = 2 kN/m. Determine (a) the reaction force and reaction moment at A and (b) the deflection at C (30 pts) w/2 K L/2— L/2– Beam and Loading Elastic Curve Maximum Deflection Slope at End Equation of Elastic Curve y=- *- 4Lx' + 613x4) For x }: PL 48ET 48E7(42 - 313) For x<a For a...
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 ↓
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 = 72 kN, w = 60 kN/m, LAB = LBC = 1.4 m, LDE = LCD=1.4 m, MA = 167 kN-m. P10.048 Not Correct 216 x 106 mm41. For the loading shown, determine the beam deflection at point C The simply supported beam...
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