4 STOREY STEEL RESIDENTIAL BLDG. WITH DECK - PART2

[@karlrodas5775]

Maraming salamat sa ganitong mga content sir! You deserve more subs and like. God bless po!

[@engr.chaaan]

Hello, yung 12:48 sa accidental torsion moment factor is 0.05. same pala sila sa concrete ? Just to clarify my understanding. Thank you

[@Aedoengineering]

Yes, as long as it is rigid diaphragm design.

[@engr.chaaan]

@@Aedoengineering Thank you engr. 🫡

[@hubagna5221]

sir di naba e sasama ang opposite side ng seismic kasi naka EQ X AND Z POSSITIVE lang since soft story po sya? salamat po

[@Aedoengineering]

@@hubagna5221 pwde di isama pg regular symmetrical ang structure. pero pg hindi isama tlga

[@hubagna5221]

@@Aedoengineering Salamat po sir, my thumb rule po kayo sa wide flange for beam,girders and column

[@Aedoengineering]

@@hubagna5221 wla ako sinunod rule of thumb, basta check lng sa architectural requiremnt for ceiling and FF height. at basta pasado sa serviceability check(deflection at drift) and design ok un

[@jayvasquez3029]

Gud pm sir. Auto generated na po ba sa staad pro connect ang load combination or kayo nag auto load nun?

[@Aedoengineering]

Ang user mg input

[@jayvasquez3029]

Pwede maka hingi kopya Sir, hehehe. V8i po kase gamit ko

[@Aedoengineering]

@@jayvasquez3029 Yes, pls message at facebook.com/AEDOEngineering/