FOOTING DESIGN FOR 2 STOREY RESIDENTIAL BUILDING USING STAAD PRO RCDC.

[@nicekachoi]

Sir, possible po ba magkaiba reqd steel area ng column (superstructure) and pedestal (substructure)? Tama naman pagka load transfer.

[@AEDOENGINEERING]

Hi yes, usually mas less na near top floor

[@kelvs526]

Paano po pag combined footing na sa rcdc

[@AEDOENGINEERING]

Di pa capable si rcdc ng combined, staad foundation advance pwde gamitin for combined.

[@trialanderror4172]

Hi sir. What if may wall footing? Paano po pag design?And okay lng po ba sa structural analysis ko ay ginawa ko lng siya as tie beam? Thank you po in advance for the answer.

[@AEDOENGINEERING]

Hi, pwde nmn sa tie beam.

[@trialanderror4172]

@@AEDOENGINEERING ahhh okay po sir thank you so much. So bali okay lng kahit tie beam lahat sa plan as long as hindi nag fail sa analysis and design sa structure?

[@michaelvincentestradaobena8724]

good afternoon po tanong ko lang po kung eccentric footing naman po

[@AEDOENGINEERING]

We’ll have another presentation for that. Isabay na sa combined and mat using Foundation advance. Rcdc kasi limit lng sa eccentric, iso, raft, at pile.

[@michaelvincentestradaobena8724]

@@AEDOENGINEERING thankyou po

[@jonarleones1865]

sir pwede po ba sa rcdc ang footing tie beam?

[@AEDOENGINEERING]

Yes, same as lng sa beam design.

[@jonarleones1865]

@@AEDOENGINEERING ahhh, bale po kase selfweight lng po ang naka-assign na load sa tie beam ko sa staad, pag maiimport ko sya sa rcdc, marerecognize ba sya agad as footing tie beam?

[@AEDOENGINEERING]

@@jonarleones1865 Yes

[@junanthonygolez1059]

Hello Sir, bakit nag ooverlapping ang footing designs ko. Sobrang laki ng dimensions ano ba causes neto? Thanks.

[@jeffmaglia50]

Same po.bakit kaya?