At about the 18 minute mark you are doing the moment about D when the load is at C. Moment is not my strongest suite, but I feel like I have a pretty good understanding. I don't understand why you do not account for the load 5m to the right of D in the calculation. Is there a quick easy response to this? I was thinking Md = -25(.25) - 5(1)
You are truly an awesome guy! Thank you for the quick response. I will watch the video again. Also do you have any vids similar to this with Dead, and live loads. I have some homework and an exam this Friday that I am preparing for. Again THANK YOU!
Thank you
You're welcome
At about the 18 minute mark you are doing the moment about D when the load is at C. Moment is not my strongest suite, but I feel like I have a pretty good understanding. I don't understand why you do not account for the load 5m to the right of D in the calculation. Is there a quick easy response to this? I was thinking Md = -25(.25) - 5(1)
hi, the explanation is in the video. depending what side of the beam yo are using.
You are truly an awesome guy! Thank you for the quick response. I will watch the video again. Also do you have any vids similar to this with Dead, and live loads. I have some homework and an exam this Friday that I am preparing for. Again THANK YOU!
Thank you sir
Still very informative!
Still very clever with the comments :) I like how diverse they are :))