Mechanical Engineering: Ch 10: Forces on Cables (8 of 33) Concentrated Load: Example (Part 1)

preview_player
Показать описание

In this video I will calculate the various force acting at different points of a cable with concentrated load (Part 1).

Next video in this series can be seen at:
Рекомендации по теме
Комментарии
Автор

You are a very good educator. I can easily catch up to your discussions.Thank you for being born in this world. Please make lots and lots of videos like this. ❤

johndaveleones
Автор

You're a world treasure. From Uganda

mukisajoshua
Автор

Thank you so much. Your handwriting and the way you explain make easy for me to understand.

nathannguyen
Автор

why not calculating moment at D to the left so we can get Ay easily?

ngogaemile
Автор

Deer Sr. I have a question, please, if there is a cable suspended between two pins say point A & E, and point E vertically little higher than A loaded with two unequal weights w1 > w2 at point B & D respectively and there is a pulley at point C between B & D and at a hight between A & E, and assume the cable is long enough, will the system have two sags at B & D or one sag only at point B due two the higher weight?. waiting for your reply. Thank you.

mazinabdulkadhim
Автор

First i get the moment at A getting the Ex & Ey unknowns. Second i did a moment at D (to its right) leaving Ex & Ey as unknowns. Solving both Ex and Ey wont match with yours. Whyy is that? :(( Does it vary on where u get the moment? Any tips if so?

kjca
Автор

How comes when you try to take moments at point D, you get a different result?

kiyingicharles
Автор

I have a question, when calculating moment, we use negative sign when force is turning clockwise?

darlingtonOfficial
Автор

Sir appreciate for the video. You said that when considering moments at point C we can take one side if its cable, is it because they dont have bending moments like rigid structures? Kindly respond pls

omarmashadov
Автор

Hi, upon using point D as my pivot, I found we can eliminate Ax and find Ay. But The Ay I calculated doesn't correlate with your answer. Any reasons?

comedyfromafrica
Автор

I tried to calculate moment at point D, I got different result. I thought in cable we calculate moment at any point.

ngogaemile
Автор

Hi Michel!. i got your example but, i do not if can you performance an exercise with just 2 Forces with their respective masses, Greetings!

yamushakasaka
Автор

Very good teacher, thank you very much

jomarkintelmoso
Автор

the direction of the moment of Ax at C still confuses me. how comes its different from that at point E

hamzasebbiali
Автор

I think the Ay in the first equation should be negative since it goes clockwise when getting Moment at E

lazuli
Автор

When taking the moments at point C, why do we get to calculate only the moments on the left side?

iconbylvergara
Автор

the 1m vertical distance is infact Not from point C to D but rather from point C to the origin! missed that at first.

nhlanhlamalindisa
Автор

I think the methodology youre doing makes sense but there is something wrong with the question. Are you sure that is a stable system ? Because when I choose a different pivot point it always gives a different answer for the x and y components of force at A. For example by taking D as a pivot point. Total moment about point D=0,  A_x is gone because the perpendicular distance is 0. So we only have A_y and it turns out to be 14.666 N. Could you please check the question bec I have an exam tomorrow and Im pretty confused. Thanks :)

batuhanatc
Автор

This is driving me crazy, i'm given the sags and distances but i'm expected to find d. Can't find an example anywhere.

guycollishaw
Автор

When moment about C=0..Why Ax is counter
Clockwise?? However Ax was clockwise when Moment about E =0

ayeshanoor