Problem 2 For the beam and loading shown, using singularity functions, determine (a) the equation...
please use singularity functions For the cantilever beam and loading shown, use singularity functions or integration to determine the slope and deflection at the free end. B L/2 — A L /2- 6. PL2/24EI , PL3/48EI 1
1 For the loading shown, use integration (not singularity functions) to determine (a) the equation of the elastic c urve for the cantilever beam AB, (b) the d eflection at the free end (c) the slope at the free end
Problem 1. Establish the loading and moment functions for the beam using singularity functions. W max = 2 kN/m L WR = 1 kN/m TIITT - - >X 4 m- 4 m Problem 2. Take E=150 GPa and I=65x109 mm .Determine the maximum deflection of the beam. Use singularity functions. 2.20kN 800 N k am *2m ***227
7-8. An overhanging beam is supported shown functions equation of the elastic curve and deflection Using determine and loaded discontinuity the the as at point C d w AA al2 a al2- 7-8. An overhanging beam is supported shown functions equation of the elastic curve and deflection Using determine and loaded discontinuity the the as at point C d w AA al2 a al2-
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
can someone help me with this problem? Using either regular functions or singularity functions determine the deflection at point C of the below beam. Forces on the beam: F1= 6 (k), F2 = 8 (k), F3 = 4 (k) The reactions for the beam are: R(A) = 10.08695652173913 (k), R(E) = 7.913043478260869 (k) Assume: E = 29000 ksi and I = 750 in4 Show all work. Equations for shear, moment, slope of the elastic curve and deflection must be shown....
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....
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 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)...
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