Consider vertical upward and horizontal to right-hand side to be positive orientations. The below truss is...
Tarnororaovore oorRo oroor wrram The below truss is pinned at C and roller supported at A. A load of 200 N downward is applied at joint B while a 400 N right-hand load at D. The total horizontal span is 8 m of length and the vertical one is 3 m. or in compression ? Are the link members of the following truss in tension 00N 3m 400N 4m 4m A Compression Ad Lnk AB B Tension Link AD nk...
2. Determine the vertical displacement at joint B and horizontal displacement at joint D using Castigliano's Second Theorem. The truss is pinned and roller at A and C, respectively. Use, E = 200 GPa and A = 2400 mm. E = 200 x 10°N/m². 20 KN 60 CAB 4 m 3m 3m
For truss shown below a vertical load of 25 KN and Horizontal
Load of 30 KN applied at Node 3 ( Use FEM Nodal displacement,
Direct stiffness method)
1). Calculate clearly the member length and distance between
members A = 5 x 10^-4 m^2 and E = 200 GPa
2). Determine the member and global stiffness matrix and show
the calculation fot Sinθ and Cosθ clearly
3). determine the displacement and
member forces
All Load and dimensions are in meter...
Solve for each of the problems below.
400 N/m 200 N/m 4 m 8. Determine the force in each member of the truss and state if the members are in tension or compression. (a) Use 0-0 (b) Use 030 kN 15 m 2 m 4 KN 9. A uniform rod has a length I and weight W. It is supported at its left end A by a smooth wall and at its right end by a cord of length s...
A 3 m rigid bar AB is supported with a vertical translational spring at A and a pin at B The bar is subjected to a linearly varying distributed load with maximum intensity g Calculate the vertical deformation of the spring if the spring constant is 700 kN/m. (ans: 21.43 mm) 2. A steel cable with a nominal diameter of 25 mm is used in a construction yard to lift a bridge section weighing 38 kN. The cable has an...
PLESAE
CONTINUE FROM C,D IF you consider the whole question to be too long
thanks
here are some support information
The below wooden double overhanging beam is under a uniformly distributed load w. The wood is weak along the orientation of the grain (or wood cell fibres) that makes an angle of 30° with the horizontal (see figure). The maximum shear stress on a plane parallel to the grain that the wood can sustain is tmax = 5 MPa, and...