Solve for the slope at B the moment-area theorem using E=29000ksi G I = 600 in...
the moment area Solve for the slope at A using theorem E = 29000 KSI 1=600 in 2k B A & -20ft 40H
Determine the slope at Point B of the beam shown below using the moment-area theorems. Assume E = 29,000 ksi and I = 600 in.4 4k 4.5 ft- B - 9 - --- B/A BA --19
Draw shear and moment diagrams for the beam shown below 600 lb 200 lb/ft AL B — 6 ft — C + D 3ft-*—3ft-
Problem 8: Using the Moment Area method find the slope at B and the displacement at C 3k C Inc 200 in. IAn500 in. 5 ft 10 ft
Use Moment Area to find the slope at B and the deflection at D
for the following frame. The frame has a constant EI.
3 k/ft 6 k 14' 18' 4 6 k 12' 27 k
solve this using AREA MOMENT METHOD ONLY. show the moment
diagram by parts as well
Determine the the difference in deflection between the two internal hinges. E 29x103 ksi, I-20in4 Provide complete solutions. 10 k/ft D Hinge 7ft 2 ft 2ft 2ft 21
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
Using the area moment methods complete the following: E= 150 G Pa & I-65 x 100 mm [10] A. Draw the bending moment diagram by parts (Must clearly show how this was achieved) ) B. Calculate the slope at the free end of the cantilever (final answer must be degrees) A. The deflection at the free end of the cantilever (final answer must be mm) [4+3] 1531 [5+3] 80 KN 20 kN/m 2m → 2m → 2m 2m →E
Consider the beam shown in (Figure 1). Solve this problem using the moment-area theorems. Take E = 200 GPa, I = 310(106) mm4. Determine the slope at B measured counterclockwise from the positive x axis.Determine the maximum displacement of the beam measured upward.
Please solve the following problem and show all work. Thank
you!
Prob. 1 Use Moment Area and find the deflections at B & D Find the slope at A, the right of B and the right of D 20k 200 k-ft 2 k/ft B C 8' 6' 12' 10' AB, DE: El; B-C-D: 2ElI