RECTO MANILA
1:01
Жыл бұрын
Newton's Second Law Of Motion.
6:31
2 жыл бұрын
WHAT IS RESPONSE SPECTRUM ANALYSIS?
22:22
Пікірлер
@juliennesales8361
@juliennesales8361 4 күн бұрын
thank you
@UwU_UwU_69
@UwU_UwU_69 Ай бұрын
Ano po dapat mauna sir, offset muna bago release or release muna bago offset?
@UwU_UwU_69
@UwU_UwU_69 Ай бұрын
Sana po may sumagot. Salamat po.
@al-yamenamal9719
@al-yamenamal9719 Ай бұрын
Sir paano maka salit ulit sa group page mo? Kasali ako noon pero nawala ang account ko 😢
@Jhan-jhanPitong
@Jhan-jhanPitong Ай бұрын
Good day sir!paano po ba mag design ng column sa rcdc kung naka inclined?thanks po
@AliKhdum
@AliKhdum Ай бұрын
Hi sir. These problem of the 3D shape not appearing occurred to me. Is the incompatibility of dimensions between AutoCAD and Staad Pro the biggest problem?
@JOHN_1997
@JOHN_1997 2 ай бұрын
idol talaga sir engr. kudos po
@harryalba-xu5vu
@harryalba-xu5vu 2 ай бұрын
sir bakit po sa purlins may Roofliveload na may another liveload pa po na nilagay?
@benzonjhermogeno
@benzonjhermogeno 2 ай бұрын
engr, yung wind na 1.0 parehas positive hindi ba negative?
@DONIS-u9k5m
@DONIS-u9k5m 3 ай бұрын
SIR PA ACCEPT NG REQUEST SA GMAIL
@manolocastro2899
@manolocastro2899 3 ай бұрын
Can i request Sir for the said Spreadsheet....Thank You
@4CVlog8043
@4CVlog8043 4 ай бұрын
ampangit mo magturo....lakas mo magcomment sa iba sa mga vlog nila...ikaw pala .pangit mo magturo
@khai0832
@khai0832 4 ай бұрын
Sir, bakit assumed yong mga moments sa eccentric footing? and bakit ngiincrease/decrease?
@jaypils2853
@jaypils2853 4 ай бұрын
good day po sir, may vid po kayo paano mag model nang flat slab roof na walang beam?
@christine7-v3f
@christine7-v3f 4 ай бұрын
Thank you!
@KamleshYadav-ru4uw
@KamleshYadav-ru4uw 4 ай бұрын
hello... can you help me design my own building?
@SulemanUsta
@SulemanUsta 5 ай бұрын
RCDC is not designing eccentric footing even i have provided set plan limits
@Rems-x1t
@Rems-x1t 5 ай бұрын
Sir, pano po ang pagkuha ng tributary width ng hip truss?
@loryroldan707
@loryroldan707 5 ай бұрын
nICE VIDEO very informative and also for the file uploaded.
@hubagna5221
@hubagna5221 5 ай бұрын
salamat sir
@adamalberto8151
@adamalberto8151 5 ай бұрын
bakit 0.68DL + 1.25E? ang nakalagay po sa NSCP table ay 0.9DL + 1E.
@amieljohnsantiago7321
@amieljohnsantiago7321 5 ай бұрын
sir bakit kaya fail parin ang FTB ko kahit adjusted na yung column ko pero nag papass naman sya pag inuncheck ko yung ductility. kahit lakihan ko size ng FTB failed parin.
@BARTLANTV
@BARTLANTV 4 ай бұрын
@@amieljohnsantiago7321 Masyado stiff ang tie beam.
@lloydcorpuz8894
@lloydcorpuz8894 6 ай бұрын
Sir hindi po ba kayo nag reduction factor sa Column 70%and beam 35% at bakit
@pascuaallanjay136
@pascuaallanjay136 6 ай бұрын
Sir, what is the difference between seismic H and seismic V? Why does seismic H have only the factors?
@JCBuhawe
@JCBuhawe 6 ай бұрын
Pwede po bang hingin yung spreadsheet niyo sa design sir?
@loryroldan707
@loryroldan707 6 ай бұрын
Hello Sir thank you po another great video. I requested access sa link nio po. waiting for confirmation Godbless and more views to your videos.
@clarkjasonamores792
@clarkjasonamores792 6 ай бұрын
wala na po kayong continuation po nitong Video? thank you po
@russellobligacion4007
@russellobligacion4007 6 ай бұрын
hi sir good day , just wondering po pwede pa po ba makahingi ng excel file neto thanks sir
@glennmichaelicay2496
@glennmichaelicay2496 6 ай бұрын
sir may i request for the description box i could not find it.i wanted to download the file,thanks
@jayvasquez3029
@jayvasquez3029 7 ай бұрын
Sir pano gagawin pag hindi na reread ng rcdc ang minodel na plate sa staad pro
@QtMMU
@QtMMU 8 ай бұрын
mga common properties ba po yung mga assumption po?
@guilbertfajardo6501
@guilbertfajardo6501 8 ай бұрын
new subscriber, pwede po tutorial ng spreadsheet?
@doughnut.q
@doughnut.q 8 ай бұрын
Hello po! Pwede po ma access yung excel file niyo? Thank you sir
@uopuopnodnod
@uopuopnodnod 8 ай бұрын
sir paano ba gamitin and camber specification at paano makita sa result
@loedtesalona3645
@loedtesalona3645 8 ай бұрын
how to solve column joint flexture failure in rcdc
@jasonguillermo4996
@jasonguillermo4996 9 ай бұрын
Sir baka pwede po ako maka hingi ng installer ng staad and rcdc...salamat po ng marami.
@jasonguillermo4996
@jasonguillermo4996 9 ай бұрын
Ang galing po...waiting for more.👏👏👏
@joserexquintal3550
@joserexquintal3550 9 ай бұрын
sir, thank you po sa mga videos mo, tanong ko lng po kung pano iadd yung interior CHB wall sa model?
@ronelromero1218
@ronelromero1218 9 ай бұрын
Hello Sir thank you po Malaking tulong po❤ I requested access sa link nio po.waiting for confirmation Godbless and more views to your videos
@klayventura1355
@klayventura1355 10 ай бұрын
You're tutorial is helpful po, but how did you compute for the Tn? I checked the formula and you multiplied the given time to the Ts, is it based on the code po? Thank you!
@MarkLIbunao0514
@MarkLIbunao0514 10 ай бұрын
sir may continuation po ba tong video until sa matapos sa design
@pedrougsimar2961
@pedrougsimar2961 10 ай бұрын
good day sir, paano mka acquired ng footing spreadsheet?
@amirbastani1944
@amirbastani1944 10 ай бұрын
Hi, thank you for the video, I am using Visual Analysis software and it accepts only UBC code, was wondering if you help me how to create response spectrume curve (based on UBC) using canadian hazard data .
@jayveevaleroso2333
@jayveevaleroso2333 11 ай бұрын
Hi sir, nag request access po ako para sa excel file niyo po, will be used for school puposes po
@jaylvasquez
@jaylvasquez 11 ай бұрын
Sir pano po pag fail sa torsion irregularity, anong rectification?
@jhonchristiandeguzman3950
@jhonchristiandeguzman3950 11 ай бұрын
Sir pwedi po ba maka hinge ng Excel file niyo po?
@kimcyrusm8995
@kimcyrusm8995 11 ай бұрын
Where's part 2? I cannot find it.
@cengineer8756
@cengineer8756 11 ай бұрын
Can I do that with RAM SS - RCDC?
@MArk-we4yd
@MArk-we4yd 11 ай бұрын
sir baka po pwede makahingi ng access sa file salamat for educational purposes lng po
@GrangerTV360
@GrangerTV360 Жыл бұрын
p o t a n g e n a n g yung accent mong bisaya, dapat hindi ka na nag eenglish... napaka baduy mong magsalita, mababang uring taong bisaya... nakakabuwiset content mo
@GrangerTV360
@GrangerTV360 Жыл бұрын
p o t a n g e n a n g yung accent mong bisaya, dapat hindi ka na nag eenglish... napaka baduy mong magsalita, mababang uring taong bisaya... nakakabuwiset content mo