Find the slope and deflection curves of the beam E=30e6 psi
I am not finding the value of slope or deflection at any specific point because I have not been asked to do so. But all the deflection can be calculated by putting values in the derived equation. i was just asked to derive the equation of curve. But in case we need the value at any specific point just enter the value of E as give in psi unit and I would be 1.253/12. Hence put these and find the deflection at any point.
I tried to solve this question to the best of my knowledge, there might be some non significant error due to approximations, but if u have any doubt feel free to ask before giving any negative review.
Problem 2-25 points Find the slope and deflection at the mid-span of the beam shown using the integration method. 15k E = 28,000,000 psi I = 180 in 8 ft
(a) Find the equation of elastic curves (y) (b) The deflection at B (c) The slope at C of the beam. ( Given that EI = 100x10^6 Nm^2 ) 20kN/m 10kN/m 1m 1m
Compute the reactions and draw the shear and moment curves for the beam below using SLOPE DEFLECTION method 1. Compute the reactions and draw the shear and moment curves for the beam below using slope-deflection. EI is constant. Note this is the same beam from HW10 Problem 2, where you used the Force Method. 8 5 M 5m
Compute the reactions and draw the shear and moment curves for the beam below using slope-deflection. El is constant. Note this is the same beam from HW10 Problem 2 where you used the Force Method. 1. 5m
For the cantilever beam and loading shown, determine the slope and deflection at point B. Use E = 32 x 106 psi. 125 lb 15 lb/in 1.75 in B 30 in 10 in. The slope at end Bis x 107 rad. The deflection at end B is in.
For the cantilever beam and loading shown, determine the slope and deflection at end C. Use E= 28 × 106 psi. 125 lb 15 lb/in. 1.75 in. |A 30 in. 10 in. x 10-3 The slope at end Cis rad. * in. Į The deflection at end Cis
Problem 8 GIVEN 2620.6 ins E-29x 10 psi L 30 ft FIND: Deflection at center of beam.
Problem 8 GIVEN 2620.6 ins E-29x 10 psi L 30 ft FIND: Deflection at center of beam.
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
w-3kif t-26206 int E#29 x 102 psi L 30 ft FIND: Deflection at center of beam.