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,...
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
For the beam and loading shown, determine (a) the equation of the elastic curve, (b) the slope at the free end, (c) the deflection at the free end. 9.17 For the beam and loading shown, determine (a) the equation of the elastic curve, (b) the slope at the free end, (c) the deflection at the free end. - w=wocos Fig. P9.17
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 ↓
3. Determine the deflection at point C, and the equation(s) of the elastic curve (for the entire beam). Use E- 200 GPa. Required: use direct integration (similar to Sample Problem 9.). Show all work, especially how constants of integration are determined. Note: the origin, x-0 should be at port A for all parts of your work. Show statics work to justify the M(x) functions that are the basis of your solution. M,-38 kN . m W100 X 19.3 a 0.8...
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
Problem 2 For the beam and loading shown, using singularity functions, determine (a) the equation of the elastic curve, (b) the deflection at point B, (c) the deflection at point D L/2 L/2 L/2 Problem 2 For the beam and loading shown, using singularity functions, determine (a) the equation of the elastic curve, (b) the deflection at point B, (c) the deflection at point D L/2 L/2 L/2
For the cantilever beam and loading shown, determine (a) the equation of the elastic curve for portion AB of the beam, (b) the deflection at B, (c) the slope at B. W2 a2 Fig. 29.5
Question S For the beam and loading shown, determinc (a) The equation of the elastic curve. (b) The slope equation. (c) The slope at end A (d) The deflection at the midpoint of the span.
For the beam and loading shown in the figure, integrate the load distribution to determine the equation of the elastic curve for the beam, and the maximum deflection for the beam. Assume that EI is constant for the beam. Assume EI=25000 kN⋅m2, L=2.4 m, and w0=61 kN/m. (a) Use your equation for the elastic curve to determine the deflection at x=1.5 m. Enter a negative value if the deflection is downward, or a positive value if it is upward. (b)...
2. The governing differential equation that relates the deflection y of a beam to the load w ia where both y and w are are functions of r. In the above equation, E is the modulus of elasticity and I is the moment of inertia of the beam. For the beam and loading shown in the figure, first de m, E = 200 GPa, 1 = 100 × 106 mm4 and uo 100 kN/m and determine the maximum deflection. Note...