Determine the deflection as a fu fX". Find the slope at B and the deflection at C. (T r3 Determine the defl...
Determine the slope at point A and C and the deflection at point
B in the given beam.
15 K am 6
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
a) By using the slope-deflection method determine the moments at A, B, C and D and then draw the moment and shear diagrams. Assume the supports at B and C are a roller and A and D are fixed b) Use SpaceGass to determine the moments at A, B, Cand D. c) Compare the results by the two methods and provide a sensible discussions why they are/are not equal. El is constant. 2.5 kN 20 kN/m 4
a) By using...
(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
For the steel beam shown in the figure, compute the slope at A and C. Also, determine the location and value of the maximum deflection. If the maximum deflection is not to exceed 0.6 in, what is the minimum required value of I? El is constant and E= 29000 ksi We were unable to transcribe this imageCompute the slope of the elastic curve at B and C and the deflection at C for the cantilever beam shown in the figure....
determine the slope at A and the maximum deflection
between A and C.
8HN.m 2m 2m Determme the slope at A and the maximum deflecaon between A and c
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
14.5 For the beam and loading shown, determine (a) the deflection at the midsection C, (b) the slope at the end B. 9 Fig. P14.5 Fig. P14.6 14.6 For the cantilever beam and loading shown, determine the deflection and slope at te wind point B.
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 ↓