3. Solve for the support reactions at A and B:
a. Ax = lb
b. Ay = lb
c. Bx = lb
Solve for the internal forces:
d. CE = lbs
e. Dx = lbs
f. Dy = lbs
Ax, Ay, Dx, Dy, Md?
Determine the magnitude and direction of all support reactions for the pin-jointed structure shown below. 450 lb
Find Ax, Ay, Dx, Dy and Md
Determine the magnitude and direction of all support reactions for the pin-jointed structure shown below. 450 bift + 47 D Question 1 Points out of 1.00 Remove itag Answer saved Ax= Select one a. 7200 lbs
Determine the magnitude and
direction of all support reactions for the pin-jointed structure
shown below.
Ax=?
Ay=?
Dx=?
Dy=?
Md=?
450 b T B 3h C 8 ft 4h 4h D
Information P Fin question Determine the magnitude and direction of all support reactions for the pin-jointed structure shown below. 450 tbt सरसो D Question 1 Not yet answered Post 1.00 Pestion AX- Select one O a. 7200 lbs b. 5400 lbs. - O c. 7200 lbs. - d. 5400 lbs. Question 2 Not yet answered Points out of 1.00 P Flag question Ay= Select one O a. 1350 lbs. 1 O b. 5400 lbs. - O c. 5400 lbs. 1...
Information Flag question Determine the magnitude and direction of all support reactions for the pin-jointed structure shown below. 450 lb/ht 7 ܠܠܠܠܓ 31 81 + 1 D Question 1 Points out of 1.00 P Flag question Not yet answered Ax= Select one: O a. 7200 lbs. - O b. 5400 lbs. - O c. 7200 lbs. - O d. 5400 lbs.- Question 2. Points out of 1.00 P Flag question Not yet answered Ay= Select one: O a. 1350 lbs....
Q.1. A plane truss is loaded and while solving for internal forces in truss members we are able to formulate the ten equations given below: Ax +AD0; Ay +AB074+ BC+H(3/5) BD 0 BC +(3/5) CE-0 CD + (4/5) BD -0; Ax, Ay and Ey are support reactions, while the letters BC, CD etc. represent the internal forces in corresponding truss members. Solve for all unknown forces using -AB- (4/5) BD-0 -AD+DE-(3/5) BD-0 Ey + (4/5) CE-0 -24 CD-(4/5) CE -0...
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Determine the magnitude and direction of all support reactions for the pin-jointed structure shown below. 450 lb/ T 8 31 1 D Question 1 Not yet answered Points out of 13.00 Flag question Ax= Select one: a. 7200 lbs. b. 5400 lbs. - O c. 7200 lbs. O d. 5400 lbs. Select one O a. 1350 lbs. 1 b. 5400 lbs. c. 5400 lbs. I d. 1800 lbs. 1 Dx= Select one: O a. 7200 lbs....
The solution of the IVP dy dx (ax +by+12-6: YO)=0, where a ER and b ERVO) is Select one: a. ax+by=1 b. (ax+by+1)(1-bx)= 3 c. (ax+by-1)(1-bx) = 1 d. (ax+by+1)(1-bx)2 = 1 e. (ax+by+1)(1 - bx)= 1 2 f. (ax+by+1) = 1- by o g. (ax +by+1) (1 - bx)=1 n. (ax +by+1)(1+bx)= 1
Section 3. Truss Analysis & Surface Area, Volume F H F = 1000 lb Support reactions: Ay = 2500 lb Ex = 0 B Ey = 1500 lb 1300 E B D -10 ft 10 ft 10 ft 10 ft 1. (4 pts) What is the magnitude of the force in DJ? (3 pts) Indicate tension (T) or compression (C) on the answer sheet. F a) 500 lb b) 1000 lb c) 1500 lb d) 2000 lb e) 1750 lb...
The reactions for the frame ABCD below are: Ax = 20 kip to the left), Ay =8.89 kip (upward), Dy = 11.11 kip (upward). Determine: a) the internal forces at a section just above the 20-kip concentrated force (on member AB) b) the internal forces at a section 4.45 ft from B (on member BC) c) the internal forces at a section at midpoint between C and D (on member CD). Tip: choose the right side of the section and...