Vector dynamics question starting from accelaration

AI Thread Summary
The discussion revolves around solving a physics problem involving a particle's acceleration, given as a constant -8 m/s². The user attempts to integrate acceleration to find velocity and displacement but struggles with the initial conditions provided. It's emphasized that integrating requires accounting for constants of integration, which can be determined using the known conditions. The user seeks guidance on how to appropriately apply these initial conditions to solve for the time when velocity is zero and to calculate the velocity and total distance traveled at t = 11 s. Clarifying the use of initial conditions is crucial for reaching the correct solution.
vladilinsky
Messages
2
Reaction score
0

Homework Statement


I took this right out of the text, it is not home work just me trying to get better.

The acceleration of a particle is defined by the relation a = -8 m/s^2
Knowing that x = 20 m when t= 4 m, and that x = 4 m when v = 16 m/s
(a) determine the time when velocity is zero and (b) the velocity and total distance traveled when t = 11 s

Homework Equations


The Attempt at a Solution


My attempt is I know velocity must be the integration of acceleration and displacement the integration of velocity. So I attempted to integrate -8dt 2 times. but when I do that I get x=-4t^2 which does not fit my given when t=4, x=20
Any help would be greatly appreciated, even just pointing me in the right direction
 
Physics news on Phys.org
Looks like you need to take initial conditions into account. Remember that when you integrate you have a constant of integration as well, which you can determine if you have initial conditions (which you have).
 
How do I know which of the conditions to use for the initial conditions?
 
Thread 'Have I solved this structural engineering equation correctly?'
Hi all, I have a structural engineering book from 1979. I am trying to follow it as best as I can. I have come to a formula that calculates the rotations in radians at the rigid joint that requires an iterative procedure. This equation comes in the form of: $$ x_i = \frac {Q_ih_i + Q_{i+1}h_{i+1}}{4K} + \frac {C}{K}x_{i-1} + \frac {C}{K}x_{i+1} $$ Where: ## Q ## is the horizontal storey shear ## h ## is the storey height ## K = (6G_i + C_i + C_{i+1}) ## ## G = \frac {I_g}{h} ## ## C...

Similar threads

Replies
2
Views
2K
Replies
7
Views
976
Replies
3
Views
2K
Replies
4
Views
1K
Replies
1
Views
1K
Replies
15
Views
3K
Replies
5
Views
3K
Replies
3
Views
2K
Replies
6
Views
2K
Back
Top