This applies only to simply supported beams not with fixed ends . Not for continuous beams over many columns with fixed ends . Also moments from columns are added in. Good example of a simple low rise structure. Just helping others learn. Architect Engineering NYC . 👍
i couldnt see the selfweight of the beam is add into gk. Unless it assumely included in the gk provided. Btw , thanks for the clear explanation on the load distribution.
Sir please make video for aluminum design also please have lot of dout for me i need online training classes please share me the email id to contact you i am working abudhabi
I really appreciate your example to illustrate the design load , shear force and bending moment.
You have been missed guys welcome back! What a great comeback vid!
Fantastic lecture I am spellbound great tributes to you sir
i love to hear the really importance of engineering.
good explanation for beginners
Thanks you very much sir
Why did you stop posting, your videos are really helpful and beneficial
This applies only to simply supported beams not with fixed ends .
Not for continuous beams over many columns with fixed ends .
Also moments from columns are added in.
Good example of a simple low rise structure.
Just helping others learn.
Architect Engineering NYC .
👍
Hi sir
Can you please make a video on Moment end plate design using Euro / Sci code
nice work keep it up bro.
Thank you!
Does it require licensed only for city approval? Or anyone can calculate?
i couldnt see the selfweight of the beam is add into gk. Unless it assumely included in the gk provided. Btw , thanks for the clear explanation on the load distribution.
what do u mean by gk
Sir please make video for aluminum design also please have lot of dout for me i need online training classes please share me the email id to contact you i am working abudhabi
Why do you upload video after 2 month