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napaka klaro. Salamat Engineer. new subscriber here from Saudi Arabia.

Sir ma clear ko lang po. Ung 4(5)/8(10) is equal po siya sa 25% po.

Malaki yung span ng slab 4.3x4.5

san po Sir yung correction ng (4+d) at (3+d) is s^2? thanks po

Fresh grad civil engr po. Pwede kopo ba mhingi ung file neto?😅 Newly hired din po eh laking tulong po neto

Engr.good morning po nagpagawa ako ng bahay bago palang po mga 10 mos.palang at yung wall ko at column nagkaroon ng vertical gap straight po hanggang taas ano po ba magandang gawin dun?at pano po naiiwasan yung ganun?nauna po kasi yung column ko bago po ako ng wall.Salamat po godbless

analysis and design of pile foundation po engr. please

Allowed po bang gumamit ng 12mm rebars for beams on two storey residential building? Thank you po.

Good day po Engr, pede po ba makahingi ng reference kung bakit po structural slab ang design pag Heavy storage facilities, need ko lang po sa thesis ko po, salamat po

Sir, send me your tabulation and design & computation regarding 2story house. Size of footing, column & beam and rebars. Thank you po!

Engr. Tanong ko lang po anong approach po Ang pag compute sa 2nd floor na slab kung naka tubular lang tapos Marine plywood Ang nag sisilbing flooring niya

THank you engr, love your videos po. practical real world problem approach 😊😊

in my experience, static base shear is calculated from the tower down on top of the grade. in this case tower plus podium without parking since they are below the grade. run your response analysis then calibrate it to your calculated base shear. then check drift and design the lateral resisting elements.

Sir, ano pong code yung Coefficient method?

Sir yong addl bars sa bottom ay naka weld ba sa steel deck or spot weld lang

Hello 👋👋👋 sir gd day, po. Sir request lang sana ako kung pede po ba kayo mg vlog topic sa pag design ng slope of roofing with regards to wind loads, e.g. anong slope ng roofing ang gagamitin kapag my given na wind velocity o wind load. Ano po ang mga parameters sa pag design ng solpe of roofing na i consider yong wind? Sana po sir mapa unlakan nyo po ako, maraming salamat po. Have a nice and a blessed day, po sir.

Thank you sir.

Sa compression daw maganda, pero posible nmn na wala xD

Salamat sa video tutorial engineer. Pwede ko po ba ako makahingi ng copy ng excel file. thank you

napaka underrated ng channel sobrang informative

hello sir thank you for this video. but can I ask if the safety factors is computed or constant? if that is constant where can i find that reference.

Sir my question po sana ako pno po ako makaka personal mssge sa inyo

Hi engr., hindi na po ba magmamatter kung kahit anong size ng beam ang iaassume natin sa calculation ng DEAD LOADS?

Thank you po ^^

Ako din layman term

need ba mag ductile design sa 3 storey residential house at 2 storey apartment bldg? thanks po sir

Engr tanung lng po ung ginwa k po doon s metal deck k hnd po monolithic ok lng po b un?3rd floor with roof top po ung hnd monolithic nauna po ung beam bago po ung metal dec po..ayos lng po b un?

hello Sir clarification lang po regarding your formula for Po, paano nyo po na derive yung Po = 2092 Kn from Po= 0.85 (21) (00186) + (400) (4x201) medyo nalito lang po ako iba kasi nakukuha kong result. thanks for your reply in advanced.

Hello, sir. new fan po. pwede malaman ang name ng book?

Thanks po sa video Sir, copy nga po ng templates nyo,, thanks verry much po

Good day po thanks verry much sa videos nyo verry helpfull, pwede po ba maka avail sa program nyo?

Im licensed engineer last 2017, pero nagrefresh ako dis 2024.hehe narecall ko naman lahat sa explaination mo sir. Malinaw

Thank you sir

sound test

Gud am sir,Yong poste at beam kailangan po ba e add on SA weight of concrete?

Thankyou sir always😊

hello! baka po meron sainyong may moment coefficient table pls

Sir Subscriber nyo po Pwede pashare po ng templates sir para mapag aralan ko po sir.. Maraming Salamat po sa mg Videos sir, Maraming Learnings po..

Thank you Engineer sa mga videos mo. Ngayon ko lang nadiscover ang channel mo sobrang laking tulong ng mga uploads mo sa isang tulad kong nagsisimula pa lang na Civil Engineer.

Engr tanong ko lang po pag ganitong approach puro self weight lang po ng concrete hindi na po nasasama ang live loads?

Good day sir and everyone... Bagong graduate lang po ako from university BSCE, meron po ba kayong advice na channel like this or topics, resources na pede kong aralin to practice designing po. Gusto ko po sana iself study muna before taking masteral kung sakali. Thank you sa sasagot I will appreciate it. Godbless.

sa po ba talaga sir ung tamang splicing zone ng column ? ung sa iba kasi nasa mid-height or L/2 thank you

thanks sir and more power :)

Sir ask ko lang sa design ba ng wedge anchor bolt same lang sa explanation sa video ? I mean yung minimum bolt pretension(230kn) is also same sa pull out force in tension ng wedge anchor bolt? If ever na yung pull out force ang gagamitin, same din lang ng calculation sir ? Sana po masagot

Engr.mas madali kong maintindihan kapag actual tutorial sana may actual kang video po.

Thank u ..

Sir may sample computation po for road slab naman po? considering moving vehicles

Di ang daming bakal niyan.

hello po, sir san po nakuha na libro yung cross section

thanks po