Part II: Problem 6
Determine the equations for deflection (y) and slope (θ) as a function of x for the beam below.
What is the deflection at A and the slope at A when E = 200 GPa and I=65.0 (106) mm4?
Determine the equations for deflection (y) and slope (θ) as a function of x for the beam below.
Determine the equations for deflection (y) and slope (0) as a function of x for the beam below. What is the deflection at A and the slope at A when E = 200 GPa and I = 65.0 (109) mm“? 10 KN 10 kN m
Correct answer: 10.39mm downward. Slope =0.33 degrees. PLz
answer all parts correctly. Thank you :)
Part II: Problem 6 (15 points) Determine the equations for deflection (y) and slope () as a function of x for the beam below. What is the deflection at A and the slope at A when E = 200 GPa and I = 65.0 (109) mm“? 10 kN 10 kNm
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
Part A Determine the deflection at of the overhang beam E = 200 GPa and I = 41.6 (106) mm4 (Figure 1) Express your answer with the appropriate units.
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...
E = 240 GPa and I = 65.0(106) mm4. (Figure 1) Part A Determine the slope of end A of the cantilevered beam. Part B Determine the deflection of end A of the cantilevered 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
3.) Determine the maximum deflection and the maximum slope for beam shown below using either the moment area method or the conjugate beam method. (25P) 120 kN A AE ー10m ㅡㅡ 5 m EI constant E -200 GPa 1 = 700(106) mnm4
Determine the deflection at C of the overhang beam. E = 200 GPa and I = 47.2 (106) mm4. (Figure 1) Express your answer with the appropriate units.