3. 20 Determine the slope and deflection at point Dunder flexure using Moment-Area Method. Flexural rigidity...
Determine the vertical displacement of point D under flexure using virtual-work equations. Flexural Rigidity (EI) of the beam is constant. S=3 and your distributed load is w=S+1=4 kN/m) Results table Ad,vertical w=(S+1) kN/m Α. B D 6 m 3 m 3 m K * Figure 4.
Question 3: (8 Marks) Apply Moment Area Theorems and Conjugate Beam Method to determine the slope and deflection at points B and C of the beam (Figure 3). El constant. 20 kN 400 kNm 15m 10 m Figure 3
slope and deflection please Consider the beam and loading shown. Assume that the flexural rigidity El of the beam is constant References eBook & Resources Section Break -Difficulty: Easy value: 10.00 points Determine the deflection at the free end. (Round the final answer to two decimal places.) The deflection at the free end is
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 simply supported uniform beam (with length L and flexural rigidity El) carries a moment Mo (clockwise) at a distance -21B away from the left end (x-0). Calculate the deflection () and slope (dv/de) at 21/3 by using the Rayleigh-Ritz Method. Assume a deflection curve of the form v-asin(rx/L), where a is to be determined
Use the moment-area method to determine the slope and deflection at point D of the beam shown.
The structural system shown in the figure is determined, using the moment area method to determine the value of the deflection and slope of point C, that has been identified on the beam. The stiffness value is in accordance with what is shown in the figure, the cross section of the beam is uniform and constant 12 kN/m c3eІ ZEI В A 1 2.4om 3.40 m 5.80 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
USING AREA-MOMENT METHOD Part I. Determine (a) all the reactions (b) max deflection and (c) slope at B. Use E=200GPa if it's not specified in the figure. I= 100(10)*mm P = WL El is constant. Ki-2m*2m *2m * 2m
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