thank you for this sir. i'm an engineer for 5 years na at nakalimutan ko na karamihan ng alam ko sa design. this helped me refresh my memory since ang work ko ngayon is fit-outs. hoping to be a contractor in the future at makapag design and build na.

ito dapat panoorin ng mga estudyante ng CE.

Titingnan ko pag nagpagawa ako ng plano sa planned renovation ng single story house namin yan.. you made me decide to hire professionals instead kay Mang Enteng na marami na daw siyang nagawang bahay pero worried ako sa " moments" na natutunan ko sayo Engr. yung "bending moments " na critical na ma-address. Thank you again sir! More power !

Thankyou Engr. Sobrang helpful po ng contents nyo.. Suggest ko na rin po na makapagconduct kayo ng Webinar Series regarding CE topics with E-certificates. since this new normal maraming students ang naghahanap ng Webinar

Best video when it comes to design pang masa keep it up .More design videos lagi kong inaabangan ang mga videos mo maraming matutunan

Very nice contents.. thumbs 👍 up sir

Ang husay mo magturo sir! Ganda nung analogy. Sana mag-upload pa kayo ng maraming videos na related sa CE!

Regarding depth of footing for uniform thickness based on sbc you have a thumb rule SBC . D/A 5t 1/7.0 10t 1/5.5 15t 1/5.0 20t 1/4.5 25t 1/4.0 30t 1/3.5 where D is depth of footing, A is side of footing. In this case for 15t/m^2 D= 2.5/5=0.50m roughly. You have calculated 0.40m.

Engineer, super helpful ng videos mo! God bless po.

Sir, your videos are very informative, can you do videos on how to design beams also, similar to the tutorials on how to design columns, thanks!

Hi sir.pwede po kau mag lecture Ng different types of slab. Yung mga Hindi po conventional na ginagawa sa Pilipinas.

Thank you very much sir, Very cleared Po Ang inyong explanation, absorbed ko Po lahat& fully understood.Pero I want to gain more Knowledge about Structural for High Rise Bldg. Papano Po sir Maging Structural Engineer? How many units pa Kay's Ang kukunin para maka pag exam.ng license Structural Engineer?.

very informative sir thank you... Tanong ko lng sir yung splicing ba ng bakal L/3 or near beam... Bawal pa mag splicing sa beam sir? Thank you sa pagsagot sir...

Steel design shear and maximum moment Tagalog version

ask ko lang po yung bakal na 16mm na bakal sa hagdan ay may chair bar pa ba kelangan para mahiwalay ang pagtali at d magkaksamang maitali sa ibang bar na maliit?

sir yung 200 BW? 275 BW ? 225 OC? 300 OC? ibigsabihin po ba nyan ay 200mm /20cm BW? 275mm/2.75 cm? 225mm/2.25cm OC? 300mm/30cm? salamat po

pwede po ba kayo magpakita ng actual kung pano nilayout yung top and bottom bars base sa illustration nyo?

para ma compute din ung length ng bakal

Ser so Pwede po kahit wala nang top bar sa A to B?

Additional info..engr Pag ako nag de-design ng Ganyan ginagamitan ko ng pattern LIVE LOAD.. What is pattern live load? Ex..put live load on stair area..then next span no live ..then live load again sa next.. why pattern live load.. Para makuha yung mas malaking moment sa midspan..compare sa full live load on all span.. thanks..

Sir ask lang po ako, medyo out na po sya sa topic, pero about slab padin naman Sa cross section po ng slab at beam, same lang po ang ang top ng beam at top ng slab? or dapat nakapatong ang slab sa top ng beam?

Sir karaniwan po pagbubuhos ng concrete sa slab pag hindi natatapos sa beam sila humihinto then kinabukasan tinutuloy ok po ba yun? Thanks..

sir paki compute ung distance ng M sa ccolumn

Sir sa columns rebars merong kayo topic

Sir, ano po remedyo sa exposed rebar sa concrete ceiling?

Meron mali sir sa paliwanag mo

Sir, your videos are very informative, can you do videos on how to design beams also, similar to the tutorials on how to design columns, thanks!