Differential Equation
(xy + (y/x) + (3/x) -2) dy + y2 dx = 2(1+(y/x))dx
- Read more about Differential Equation
- Log in or register to post comments
| Forum | Topics | Posts | Last post |
|---|---|---|---|
|
No new posts
|
|||
|
No new posts
|
58 | 173 | By Alexander 1 month 1 week ago |
|
No new posts
|
26 | 80 | By Engr Jaydee 1 year 2 months ago |
|
No new posts
|
75 | 208 | By Kevin rain 2 months 1 week ago |
|
No new posts
|
3 | 6 | By Jhun Vert 5 years 5 months ago |
|
No new posts
|
18 | 50 | By Jhun Vert 4 years ago |
|
No new posts
|
21 | 41 | By Jhun Vert 1 year 9 months ago |
|
No new posts
|
|||
|
No new posts
|
123 | 329 | By Ziahron 3 months 2 weeks ago |
|
No new posts
|
33 | 84 | By Kevin rain 3 months ago |
|
No new posts
|
40 | 120 | By Jhun Vert 1 year 9 months ago |
|
No new posts
|
9 | 19 | By agentcollins 4 years 9 months ago |
|
No new posts
|
|||
|
No new posts
|
94 | 207 | By Jasmin 3 months 1 week ago |
|
No new posts
|
75 | 175 | By Jhun Vert 1 year 11 months ago |
|
No new posts
|
|||
|
No new posts
|
7 | 34 | By fitzmerl duron 1 year 10 months ago |
|
No new posts
|
47 | 87 | By inzenyrp 1 year 2 months ago |
(xy + (y/x) + (3/x) -2) dy + y2 dx = 2(1+(y/x))dx
(1+x) (y' + y²)-y=0

patulong po sa sistuation 1, papaano po yung gagawin sa wind pressure (KPa)
Can anyone help me how to calculate the zero moments in the questions?
a force of a baseball swing. a baseball ha mass 0.145 kg
a. if the velocity of a pitched ball has a magnitude of 45.0 m/s and the batted ball's velocity is 55 m/s in the opposite direction, find the magnitude of the change in momentum of the ball and of the impulse applied to it by the bait.
b. if the ball remains in contact with the bat for 2 m/s, find the magnitude of the average force applied by bat.
What reference books used by this site? I know that it's Singer, right, but what edition? Thanks. Your reply is highly appreciated.

can you help me, how to draw bmd for the figure?
A structural steel column with Fy = 250 MPa
having an unbraced length of 3m is to carry a total axial load of 1800 kN. Which of the following sections is most economical (lightest ) for the given loads. The comumn is hinged at both ends.
Section A: Area = 13,800mm2 Ix= 293.63 x106mm4Iy= 67.59 x 106mm4
SectionB: Area = 11,550 mm2 Ix=177.04 x 106mm4Iy=39.14x 106mm4
Can anyone answer this?

Hi All,
I looking for the formula for Deflection of Restrained rectangular Beams with partial uniformly distributed load.
Vimal
Forum posts (unless otherwise specified) licensed under a Creative Commons Licence.
Recent comments
is it not…