STAAD RCDC Beam

[@Simon_bombardier_Editz]

Salamat Sir.

[@arquistudentph2510]

Idol

[@deanmarkgabinete5777]

yon nga, same problem maliliit ang Results ng members sa mga Mz along Z or Mz about X .. . walang sagot sa mga mentors ko kung bakit maliliit ang moments along Z

[@juanpaulobersamina7586]

it has something to do with stiffness sir, if earthquake acts along X direction..malaki ang Mz ng mga girders along X direction also because they will resist that equake force. otherwise mga girders along Z direction naman malaki ang Mz if equake acts along Z direction

[@jomartudio7188]

sir baket hindi kayo nag check ng bending and axial sa design settings?

[@rhamlay8806]

Hello sir pwede po bang gumawa ka ng video para sa paggawa ng reports sa staad?

[@allyce06]

Failed po pag checked yung bending &axial sa Design settings

[@deanmarkgabinete5777]

sir paki check yong results ng Mz along X at Mz along Z sa mga beams kung magkakalapit ang values doon sa post processing kung i double click mo bawat members ... bakit sa Aking results maliliit yong mga values ng Mz along Z ... nasa 300 kN-m na yong Mz along X but yong display results sa members ng Mz along Z ay nasa 15 kN-m lang ... thanks

[@Simon_bombardier_Editz]

Good Day Sir, kmusta po? my ask lang po aq s result ng stirrup po n output ng RCDC Shear @ Support 2L-#10(M) @125 + 2L-#10(H) Shear @ Mid 2L-#10(M) @95 + 2L-#10(H) M po ba is Mid and H po ba is Horizontal?

[@petersmith5883]

Sir bat d na kasama ung windload?

[@juanpaulobersamina7586]

as a rule of thumb, most lowrise concrete building will govern in seismic design and not wind load. except for roofing trusses and purlins which is not part of seismic members

[@kimramboyong6767]

Required pa po bang mag concrete design sa staad pro? Para maka pag RCDC ?

[@juanpaulobersamina7586]

no need

[@juliuscesarmora1105]

Hello sir, question lang po, bakit ang output namin is Beam is Missing kapag nag iimport na ako from Staad to RCDC? Please help me po. Thanks

[@juanpaulobersamina7586]

make sure sir typical ang framing plan per elevation na nakacheck before importing sa rcdc. otherwise, press one elevation at a time to design per level to avoid beam missing error

[@rexterdeandresjr320]

Hi sir! Can you be my outside thesis adviser in msce structural engineering sir? Just need your email account sir. Thanks in advance sir

[@juanpaulobersamina7586]

please email

[@rexterdeandresjr320]

Yan po yung email ko sir