Recent content by makeAwish

  1. M

    Static Eqm-unsure about forces to be drawn

    Means it is not like those support reactions? Like if we cannot rotate abt that point, the there is a moment; if we cannot translate vertically or horizontally, then there is a reaction vertically or horizontally?
  2. M

    Static Eqm-unsure about forces to be drawn

    If i push the book, there will be a frictional force, provided surface not smooth. Correct?
  3. M

    Static Equilibrium free-body diagram

    Ok i think i get it. Thanks! :) Hmm, say i want to find it, :X is the direction of the reaction force at point O, perpendicularly to the slope (i.e into the post) or at an angle from the post?
  4. M

    Static Equilibrium free-body diagram

    So in this qns, when i analyse the post, i consider the forces acting on the post. If i add in the reaction force by grd on post, i will have another unknown, and i can't solve right? Means when i analyse the post, i shld consider my system as post and ground?
  5. M

    Static Eqm-unsure about forces to be drawn

    Yup. Think i understand the internal forces :) Thanks a lot! There are horizontal forces cos the beam can't translate horizontally at these points? (like the support reactions..) hmm.. is it?
  6. M

    How can we use trigonometric substitution to integrate square root expressions?

    hmm.. but i still can't solve that integration.. integrate sq rt[1+(2y)^2] with respect to y.
  7. M

    Static Eqm-unsure about forces to be drawn

    okay thanks. So at points P and O, is there a horizontal reaction force? Then for the two normal forces by beam on the each masses, are they considered as internal forces?
  8. M

    Static Equilibrium free-body diagram

    Hmm. Anyway, the reaction force by grd on post at point O should be pointing perpendicularly to the slope (i.e into the post) or at an angle to the slope?
  9. M

    Static Equilibrium free-body diagram

    Internal forces would be the normal forces? the reaction force by grd on post at point O is it an external force? We can apply the equations to each object as well? Hmm. How do we see if we should apply the equations to the block or apply by xy directions?
  10. M

    Static Eqm-unsure about forces to be drawn

    Homework Statement A uniform beam of mass mb and length supports blocks with masses m1 and m2 at two positions, as in Fig. P12.3. The beam rests on two knife edges. For what value of x will the beam be balanced at P such that the normal force at O is zero? Homework Equations sum of...
  11. M

    How can we use trigonometric substitution to integrate square root expressions?

    Actually for the integration of sq rt[1+(2y)^2] with respect to y, the integral limits are from 0 to 1. Sorry i realized i din mention the limits previously.
  12. M

    How can we use trigonometric substitution to integrate square root expressions?

    Okay. I tried and i get (say deter is x, for simplicity) \int cos^{2}x dx = \int (1/2)(cos 2x +1) dx = (1/2)[(1/2)sin 2x +x] But i can't find my intergation limits in terms of x. Cos initially it is from 0 to 1, at y=0, deter(which i call it x for simplicity) = 0 but at y=...
  13. M

    Static Equilibrium free-body diagram

    Homework Statement Blocks A and B weigh 400 and 200 kN, respectively. They rest on a 30degrees inclined plane and are attached to a post hinged at O by cords parallel to the plane, as shown in Fig. E06-1.3. The post is held perpendicular to the plane by force P. Assume that all surfaces are...
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