A = 0.5 in.? 3 ft OD | 20 kips 2 ft 2 ft -→ 4 ft 4 ft A = 0.75 in.²

Q: The rigid bar EFG is supported by the truss system shown. Knowing that the member CG is a solid…

A: Given Load PSpan 12 ftTo find out Normal stress in CG

Q: A B C 80 kN 2 m 50 kN D E F -1m--1 m--1 m--1 m-|

A:

Q: Knowing that a factor of safety of 3.01 teel structure shown. Member AB ha Use Yield Stress a, 250…

A:

Q: 1. The section shown in the figure fails in flexure. Determine the magnitude of the compressive…

A: Given Data: a = 8 in, b = 16 in, h = 28 in Dia of hole = 8 in f`c = 5 ksi and fy = 60 ksi To find :…

Q: Prob 1. The cantilever beam has the dimensions shown on the right (beam is fixed at A). Given that…

A:

Q: a. The beam weighs 3600N. Draw the V and M diagram. b. Assume we do not know the weight of the beam…

A: 1-If Beam weighs 3600 N then drawing of SFD and BMD 2- if Beam Weighs is not know then finding of…

Q: Determine the the vertical component of the displacement at point"d" for the shown truss. The areas…

A: Area of cross section given in mm2 along each member. E = 200 GPa  Determine the vertical…

Q: P A B 1m E 1m 2m The simply supported beam shown has a solid rectangular cross section having beam…

A: b = 130 mm h = 200 mm  P = 25 KN w = 30 KN/m

Q: A wooden beam is fabricated by bolting together three members. The cross-sectional dimensions are…

A: Given:  Diameter of bolt=7 mm Area of bolt A=π4×72=38.484 mm2 Spacing of bolts s=100 mm Shear force…

Q: The piece of plastic is originally rectangular. After the application of force, it deformed in the…

A: L = 500mm B = 800mm ∆Cx = a = 2mm∆Cy = b = 1.5mm∆Dx = c = 4mm∆Dy = b = 1.5mm

Q: 8 kN 4 m 15 kN 5 kN 2 m 2 kN 2m 2m A B с D E The aluminum rod shown has a diameter of 20 mm and is…

A: Given: diameter, D = 20 mm E = 70 GPa

Q: 21 P3. 2) Determine the displacement of each member or E = 200 GPa %3D |P 650 kN %3D Diameter 1 =…

A:

Q: Part 2 * Your answer is incorrect. The z-component of momemt M will cause compression at A and B,…

A:

Finite Elements for Heat Transfer Problems

Finite element analysis (FEA) is a simulating process of the manner and assembly of an object under obtained conditions. It is used for assessing the finite element method (FEM) which includes one or more solution algorithms. General problem areas of interest are structures, heat transfer, the flow of fluid, transport, and some boundary value problems.