User: Sanket Shingote
Sanket Shingote ♦♦ 180
- Reputation:
- 180
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- Trusted
- Location:
- Dombivli
- Website:
- http://www.kt280.com/
- Twitter:
- sanket1893
- Last seen:
- 5 days, 18 hours ago
- Joined:
- 1 year, 1 month ago
- Email:
- s***************@gmail.com
"Fighting till the end" nature makes me perfect team mate.
I am a Textile Technologist from Mumbai's renowned university ICT (Institute of Chemical Technology)
I am currently working with KT280 as an analyst. I have keen interest in branding startups and social media marketing.
I am passionately working on Community Growth on Ques10. Pleased to meet you!
Academic profile
Posts by Sanket Shingote
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... New-age employers are going all out to keep people engaged and happy in their work spaces. Here are five popular ways that companies are resorting to keep their employees happy.
#1. Professional introduction
Every interviewer asks for an introduction. A candidate should be prepared with the best ...
written 12 weeks ago by
Sanket Shingote ♦♦ 180
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Quadratic element with nodes 3.
$\hspace{1cm}x=\phi, x_1+\phi_2x_2+ \phi_3 x_3 $
where, $\phi,=\frac{1}{2}\xi(\xi-1), \phi_2=\frac{1}{2}\xi (\xi+1),\phi=(1-\xi)(1+\xi)$
![enter image description here][1]
$x=\frac{1}{2}\xi(\xi-1)x_1+\frac{1}{2}\xi(\xi+1)x_2+(1-\xi)( ...
written 3 months ago by
Sanket Shingote ♦♦ 180
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... Coordinates of the nodes of finite element are given by P (4.0) and Q (5.0) Find the expression of x in terms of $\xi$ when :
1) Third node R is taken at (6.0)
2) Third node R is taken at (5.0)
Comment on the result.
**Mumbai University > Mechanical Engineering > Sem 6 > Finite Elemen ...
written 3 months ago by
Sanket Shingote ♦♦ 180
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...
![enter image description here][1]
$L\rightarrow he \rightarrow $ length of element.
$E \rightarrow$Modular of elasticity.
$S\rightarrow $density of material
$A \rightarrow$ cross sectional area .
(i) Natural freoquencies $w_i$ using consistent mass matrix .
The element matrix is given ...
written 3 months ago by
Sanket Shingote ♦♦ 180
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... Consider a uniform cross section bar of length L made up of a material whose Yong's modulus and density are given by E and $\rho$.Estimate the natural frequencies of axial vibration of the bar using both consistent and lumped mass matrices.
![enter image description here][1]
**Mumbai University ...
written 3 months ago by
Sanket Shingote ♦♦ 180
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$\hspace{1cm} x_1= 10 mm\hspace{1cm} y_1= 10 mm\\
\hspace{1cm} x_2= 70 mm\hspace{1cm} y_2= 35 mm\\
\hspace{1cm} x_3= 75 mm\hspace{1cm} y_1= 25 mm$
$\beta_1=y_2-y_3 = 10\hspace{2.5cm} r_1= x_3-x_2=5\\
\beta_2=y_3-y_1 = 15\hspace{2.5cm} r_2= x_1-x_3=65\\
\beta_1=y_1-y_2 = 25\hspace{2.5cm} r_3= x_2- ...
written 3 months ago by
Sanket Shingote ♦♦ 180
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... A CST element has nodal coordinates (10,10) , (70, 35) for nodes 1,2 and 3 respectively. The element is 2 mm thick and is of material with properties E=70 GPA. Poisson's ratio os 0.3. After applying the load to the element the nodal deformation were found to be $u_1=0.01mm, \ \ v_1=-0.04mm \ \ u_2= ...
written 3 months ago by
Sanket Shingote ♦♦ 180
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... ![enter image description here][1]
$k_1 =\frac{AE}{L}$
$\begin{bmatrix}
\ 1 & -1 \\
\ -1 & 1 \\
\end{bmatrix}= \frac{200\times200\times10^3}{300}$
$\begin{bmatrix}
\ 1 & -1 \\
\ -1 & 1 \\
\end{bmatrix}=10^3$
$\begin{bmatrix}
\ 166.67 & -166.67 \\
\ -166.67 & 166.67 \\
\end{ ...
written 3 months ago by
Sanket Shingote ♦♦ 180
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... ![enter image description here][1]
**Mumbai University > Mechanical Engineering > Sem 6 > Finite Element Analysis**
**Marks:** 10M
**Year:** Dac 2016
[1]: http://i.imgur.com/QJkZ1Jm.png ...
written 3 months ago by
Sanket Shingote ♦♦ 180
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... ![enter image description here][1]
$\hspace{1cm}E=200 GPa$
$\hspace{1.3cm}= 200\times 10^3 \frac{n}{mw^2}$
| Ele No. | Nodes | L | A | 0 | c | s | cs | $c^2$ | $s^2$ | $\frac{AE}{L}:$ |
|----------|-------|-------|-----|------|--------|-------|------|-----|-----|---- ...
written 3 months ago by
Sanket Shingote ♦♦ 180
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