2. In the linkage below, a-2ft, b-1.5ft, 0-30°, and P-40lb. Determine all forces acting on member...
6.53 Determine the components of all forces acting on member ABCD when 0 = 0. 4 in. 4 in. 2 in. -12 in. E B с D 8 in. F 60 lb o
If P = 40 kN, determine the internal forces acting on each member of the cantilever truss below. PROBLEM 4 If P = 40 kN, determine the internal forces acting on each member of the cantilever truss below. (35) D E 1.50 m A B 2.0 m 2.0 m 0.5P P
The member ACF of the frame loaded as shown is connected to the member BCD by means of a smooth peg and slot arrangement. Determine all the forces acting on themembers BCD and ACF.(Ax = Fx = 3.04 kN, Ay = Fy = 2.7 kN; Bx = 6.08 kN; By = 1.8 kN; FC = 8.13 kN)Please show your work.
Statics Problem Problem #5 In the Diagram below, there are 2 forces acting on the pipe. a) Moment at Point O, (10 pts) b) Moment about the line OA (Section between the origin and 1" pipe joint)(10 pts) c) Moment about the line AO (5 pts) F2 1-10i +25j + 20k) Ib 2 ft 0 1.5 ft 2ft 2 f Problem #6( The Beam in the Figure below is subjected to 3 forces. Determine by any method of choice: a)...
Problem 4 (30%) Determine the internal forces of every member of the truss in the figure. Consider that member BE undergoes a temperature increase of 60°F and member BD is 0.75" too short. For all truss members assume E = 29,000 ksi, A = 5 in, and a=6.5-106/°F 15 ft 15 ft AT=+60°F) 200 kip 20 ft 204 20 ft 20 #
The structure in the figure is loaded by the 36000N.mm counterclockwise couple applied to member AB. Neglecting the weights of the members, determine all forces acting on member BCD. D 150 mm X с 30° 150 mm 4 3 3 B 36000 N.mm - 150 mm A
Example: Determine the forces acting on all members of the frame shown below 4 m 8 m 3 kN E 3 m 5 m 4 kN 2 kN 10 m 5 kN.m 3 kN.m A B 10 m Example: Determine the forces acting on all members of the frame shown below 4 m 8 m 3 kN E 3 m 5 m 4 kN 2 kN 10 m 5 kN.m 3 kN.m A B 10 m
p=14kN and thanks for your help 3. 3. B. 8 m Determine all the forces acting on members AB and BC. Calculate the vertical and horizontal support reactions at A and C. LA - 6m 6 m - 6 m 6 m
2. Solve the below truss for all reactions and member forces - 10 K 1 0' 10'- 10- 10 20 kip 20 kip 20 kips
6.32 through 6.38 Determine the components of the forces acting on each member of the pin-connected frame shown. r = 1 ft 4 ft 3 ft 2 ft Joha 2.0 kip - 4 f 4 ft PROB. 6.37