Sir, you have no idea how much you have helped us! Salamat kaayo jud sir, gamayng butang ra ning pang subscribe nako ug paglantaw sa imong videos taga-adlaw. More power Sir!!!
Pano po if 3supports/ truss(2bays) tulad nito, /-/-/ isang bay lang po ba considered para maging applicable Yung Mx,My formula for simply supported? then same procedure? Thank you
Thank you Engr. Sobrang laking tulong niyo po ngayong ECQ para hindi mangalawang utak namin ❤
Sir, you have no idea how much you have helped us! Salamat kaayo jud sir, gamayng butang ra ning pang subscribe nako ug paglantaw sa imong videos taga-adlaw. More power Sir!!!
@Adrianne Christian HAHAHAHAHA hi Engr!
Salamat sir ...well explained.Waiting for more videos.God bless.
Kudos to you sir, galing po 👏 more power to this yt channel 💖
sir hindi nio po lagi gi add ang windload sa DL+LL ? thanku po
Pano po if 3supports/ truss(2bays) tulad nito,
/-/-/
isang bay lang po ba considered para maging applicable Yung Mx,My formula for simply supported? then same procedure? Thank you
For sagrods at middle thirds Mx=WL^2\9 and My=WL^2\90
Thank you po sa turo nyo po
ano po proper orientation ng c-purlin?
Thanks a lot sir! 😇🙏
sir di na po ba ifafactor ang loads like 1.2DL +1.6LL?
Hindi na Kasi allowable stress design Ang gamit sa steel design.
How moment is wl2/32 in y direction?
Sagrod at middle the middle
sir factored na po ba ang mga loads?
It is not factored since the stresses given are allowable.
Salamat engr.
Sir ano ho ba ang sag rod kaya naging 32 ang deno.?
one sag rod po base sa given (midspan)
I’m lost
Salamat sir ...well explained.Waiting for more videos.God bless.
Salamat sir ...well explained.Waiting for more videos.God bless.