NSCP 2015: Design of Concentrically Loaded RC Short Column

[@fafajones]

Sir, nahanap lang kita bigla dito sa yt pero thank you kasi naintindihan ko rin sa wakas tong topic na to. Di kasi nadiscuss to samin before. Ganda ng lectures mo sir! More power sa channel!!! 💪💪

[@princejolopiang6949]

Sir, we'll be having quiz tomorrow about this topic po, pa verify lang po. After makuha yung exact design natin for Ag which is 400x400, di po ba yung area na yun(160000mm2) ang iequate sa steel ratio para makuha yung Ast?

[@deanzanoCE]

Good evening! If exactly na yung steel ratio dapat yung basis, then yes. However, since nag round-up tayo ng 400x400 for the gross section, it will be better for us to compute for the theoretically accurate area of steel. para mas economic. And besides, guide lang naman yung "Aim for gross steel area ratio of approximately 3%" para makakuha tayo ng trial section. Hindi siya total requirement na yun daw dapat ang steel ratio niya. :)
If gamitin kasi natin yung 3% ratio dun sa 400x400, overdesigned na siya. :)

[@al-musaidjaruni5069]

good day sir where's your first video in this topic sir? thank you and god bless

[@MagneticonMagneticon]

Sir meron sample sa design sa footing,at steel ration

[@marvinnarca5832]

Good day sir, ilan ang minimum and maximum eccentricity of column sa footing?

[@dannahapril6441]

Sir ano pong gamit nyo na Program ng pag explain. If you don't mind po

[@joels.dimaanojr.9106]

bakit 300mm po smallest dimension?

[@francisiiibelandres3458]

Thank you, sir.

[@bearvalentines3161]

sir paano pag udl po ang pu ko

[@rceby2024]

Based from my knowledge, udl only applies to beams. Sa eccentricity nung load nakabase ang columns, hindi sa distribution ng load

[@luismanguerra6531]

wrong ast?

[@nel-arasia1322]

Sir anong nakuha mong value ng Ast?

[@kierrosario2231]

dapat po 0.03Ag ang Ast ? bali 0.03(400x400)?