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Derive the finite element formulation for a tapered bar element using Galerkin's method.
1- Start with.2- Use and as shape functions.3- Proceed in the same way as with regular bar element.4- A (cross section) is not constant.5- Use integration by parts before differentiating for u.
what are the significance and scope of operations research
A cantilever of length 2m carries a uniformly distributed load of 1.5 KN/m run over the whole length and appoint load of 2KN at a distance of 0.5 from the free end draw the Shear
An open belt drive connects two pulleys 1.2 m and 0.5 m diameter on parallel shafts 3.6 m apart. The belt has a mass of 1 kg/m length and the maximum tension in it is not to exce
Section modulus: Define the Section modulus. What do you mean by torsional section modulus or polar modulus? The moment of inertia of plane about the axis perpendicula
Difference between direct and shear stress
What is moment about an axis ?
Determine net work done: 5 m 3 of air at 2bar, 27 0 C is compressed to 6bar pressure following PV 1. 3 = constant. It is expanded subsequently adiabaticall
Explain Zeroth law and 1 st law of thermodynamics. Describe Internal energy and Enthalpy. What is a PMMFK. Give the expression for reversible workdone in a thermodynamic system
This project involves a test of the basic idea behind the bootstrap method. Essentially you will write a program that: 1. Generates a parent population of size 100,000 whose dis
Q. Local Stresses? Local stresses in the vessel shell/head/skirt/base rings from the lifting attachments (such as lugs, trunnions, etc.), shall be determined for the imposed lo
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