Solution-
Let us mark the corners of triangular truss as A, B and C & their corrosponding sides as a, b and c respectively.
As shown in figure below-
Now,
We have a = 13 ft , b =16 ft and c = 20 ft and A =
So, s = (a+b+c)/2 =(13+16+20)/2 =49/2=24.5
We know that
On putting the A= , s =24.5, a =13 ft, b =16 ft and c =20 ft, we get
Hence,
help 10. [5 Points) A triangular truss is shown in the figure below. Find angle 8....
For the truss shown in the below figure, determine the stifness matrix for each truss element, the stiffness matrix for entire truss, the displacements at nodes 1 through 4, and the force in elements 1 through 5. Also, determine the force in each element. Let A = 3 in2, E = 30 x 106 psi for all elements. 8 kips 8 kips 10 ft. 3 4 2 トー-10ft.-*-10 ft.
Please help with this question. 4. For the truss shown below a-The truss shown is externally (circle correct answer) (2 point) a) determinate and unstable b) indeterminate and stable c) determinate and stable d) indeterminate and unstable Reason: (3 point) b- The truss shown is internally (circle correct answer) (2 point) a) determinate and unstable b) indeterminate and stable c) determinate and stable d) indeterminate and unstable Reason: (3 point) - Place an "O" on members with zero force on...
Problem 4. (25%) The truss shown in the figure is supported by a pin at H and a roller at A. Use method of sections to determine the force in members DF, FE and EG of the truss. State if they are in tension or compression. You must include a FBD. 500 16 200 16 400 16 D 500 16 B F 2 ft 4 in. 200 16 6 ft E G Н. 6-8 -8 ft-t8f-8 ft-7-8 ft-
Problem # 1 For the plane truss shown below, determine the reactions and the member forces. 8 kip 10 kip 12 kip 8 ft h 8 ft f 20 ft 12 ft 12 ft 20 ft Problem # 1 For the plane truss shown below, determine the reactions and the member forces. 8 kip 10 kip 12 kip 8 ft h 8 ft f 20 ft 12 ft 12 ft 20 ft
Statics 4- For the truss shown below a-The truss shown is externally circle correct answer) (2 point) a) determinate and unstable b) indeterminate and stable c) determinate and stable d) indeterminate and unstable Reason: (3 point) b- The truss shown is internally (circle correct answer) (2 point) a) determinate and unstable b) indeterminate and stable c) determinate and stable d) indeterminate and unstable Reason: (3 point) - Place an "O" on members with zero force on the truss (5 points)...
4- For the truss shown below a-The truss shown is externally (circle correct answer) (2 point) a) determinate and unstable b) indeterminate and stable c) determinate and stable d) indeterminate and unstable Reason: (3 point) b- The truss shown is internally (circle correct answer) (2 point) a) determinate and unstable b) indeterminate and stable c) determinate and stable d) indeterminate and unstable Reason: (3 point) - Place an “O” on members with zero force on the truss (5 points) d-Solve...
Safari . 7:08 PM 1. The truss shown is used to support the floor deck. The uniform load on the deck is 3 kit. This load is transferred from the deck to the floor beams, which rest on the top joints of the truss. (Figure is not to scale) a. Determine whether the truss is statically determinant/indeterminant unstable. ( Points) b. Convert the uniformly distributed loading on the truss to point loads (10 Points) c. Calculate the support reactions for...
A plane truss element is shown in Figure 4. All elements have cross-sectional area of A = 8 in, and elastic modulus of E 2 x 10 psi. Use long-hand solution. 6. 6.(a). Solve for the unknown displacements 6.(b). Solve for strains and stresses in all 3 elements. Show your work and follow the finite element method matrix formulation we have covered in lectures 4 3 20 ft 5 kip 10 kip 240 ft ft 30 ft- Figure 4 A...
4- For the truss shown below a-The truss shown is externally (circle correct answer) (2 point) a) determinate and unstable b) indeterminate and stable c) determinate and stable d) indeterminate and unstable Reason: (3 point) b- The truss shown is internally (circle correct answer) (2 point) a) determinate and unstable b) indeterminate and stable c) determinate and stable d) indeterminate and unstable Reason: (3 point) c-Place an "O" on members with zero force on the truss (5 points) d-Solve for...
Problem # 1 For the plane truss shown below: (a) Prove that the truss is statically determinate. (b) Determine the member forces for members ab, bc, gc, fe, and bg. Specify whether they are in tension or compression. 14 kip 10 kip 10 kip 8 ft d 6 ft a f h 8 kip 8 kip 12 ft 9 ft 12 ft 9 ft j= m= DE Problem # 1 For the plane truss shown below: (a) Prove that the...