Salute to this Video Sir sa wakas natapos ko Din😊👌🏿👌🏿. Para akong ang aral sa isang university about Earthquake Engineering with NSCP discussion ng FREE.
Grabe. But now ko lng nakita itong channel n ito. Salute po sayo sir. Tanong ko lng po pla, in case special shearwall - bearing wall system ung gagamitin sa zone 4 (R=4.5), which is limited to 50m height according to NSCP, does this mean n allowed na gumamit ng ordinary types of columns since ung shearwall ung magreresist ng lahat lateral load? Thanks po.
Sir thank you sa very clear explanation. Your One of the best mentor po.. Sir tanong ko lang po . Yong moment and shear diagram . Na method mo Pwede naba natin as reference para sa sa steel reinforcement sa column and beam na magagamit for construction
matrix analysis of structures is the exact way to go on that scenario. i have playlist here and its the theory used by commercial softwares i have playlist here th-cam.com/play/PLDbKrzER7mTfcGWY6c_Igu62dGs0KH_BW.html
Yong 1.4 dead load + 1.7 na live load . + shear and moment na na makokoha natin sa method mo yan naba ang over all load that will act sa banat member ???
no sir..earthquake load plus gravity load ang focus ng subject course na ito. factor method lang ginamit for manual moment diagram due to time constraint. in actual you have to use software to automatically generate governing load combinations for concrete design. that is covered in my other course COmputer aided design for concrete buildings. you may check here. th-cam.com/video/GXruAYUbSw4/w-d-xo.html
Good morning sir! I am an instructor also in Earthquake Eng'g and I came across to this video. Maganda yung ganitong activity para sa mga students, pwede ko ba hingiin ang reference books ninyo na mga ginamit? Heto po email ko, agdales.vincentjohnbce1965@gmail.com Salamats po!
Salute to this Video Sir sa wakas natapos ko Din😊👌🏿👌🏿. Para akong ang aral sa isang university about Earthquake Engineering with NSCP discussion ng FREE.
thanks sir :)
Grabe. But now ko lng nakita itong channel n ito. Salute po sayo sir.
Tanong ko lng po pla, in case special shearwall - bearing wall system ung gagamitin sa zone 4 (R=4.5), which is limited to 50m height according to NSCP, does this mean n allowed na gumamit ng ordinary types of columns since ung shearwall ung magreresist ng lahat lateral load? Thanks po.
Thanks a lot Sir, more power to you I learn a lot on this playlist
good evening po, kasali po ba ang roof level sa total W?
yes
In load combination U= 1.2D + 0.5L +1.0E, how do u compute value of E, is there a formula for it..tnx
anong version po ng NSCP gamit nyo sir?
Sir thank you sa very clear explanation. Your One of the best mentor po..
Sir tanong ko lang po . Yong moment and shear diagram . Na method mo Pwede naba natin as reference para sa sa steel reinforcement sa column and beam na magagamit for construction
for building design please refer here sir th-cam.com/video/GXruAYUbSw4/w-d-xo.html
Ganda ng vid. Tanong ko lng sir, ano reference book ang gamit niyo?
email me sir juanpaulo_bersamina@tup.edu.ph
yung sa 36:08 what if unsymetrical yung frame tapos different sizes yung mga column, how to get the value of "k"?
matrix analysis of structures is the exact way to go on that scenario. i have playlist here and its the theory used by commercial softwares i have playlist here th-cam.com/play/PLDbKrzER7mTfcGWY6c_Igu62dGs0KH_BW.html
Yong 1.4 dead load + 1.7 na live load . + shear and moment na na makokoha natin sa method mo yan naba ang over all load that will act sa banat member ???
Sa bawat member???
no sir..earthquake load plus gravity load ang focus ng subject course na ito. factor method lang ginamit for manual moment diagram due to time constraint. in actual you have to use software to automatically generate governing load combinations for concrete design. that is covered in my other course COmputer aided design for concrete buildings. you may check here. th-cam.com/video/GXruAYUbSw4/w-d-xo.html
Good afternoon, Sir. Pwede po bang makahingi ng copy po nung tables niyo po sa pagkuha po nung seismic dead weight?
please email juanpaulo_bersamina@tup.edu.ph
Good evening po, Sir. Pwede po ba makahingi ng copy ng mga tables. Thank you po.
please email
Galing!
Subscribed! Idol sir
Sir pwede po makahingi ng copy ng pdf? Thank you sir
Sir pwede po makahingi ng soft copy ng Reference book?
please email
Good morning sir! I am an instructor also in Earthquake Eng'g and I came across to this video. Maganda yung ganitong activity para sa mga students, pwede ko ba hingiin ang reference books ninyo na mga ginamit? Heto po email ko, agdales.vincentjohnbce1965@gmail.com
Salamats po!
please email me