STAAD Pro CONNECT Part 34 of 38: Load Combinations

[@alexalinor3294]

Sir bat dipo mag generate ng loads ang saakin. Staad pro connect edition rin po gamit ko. Ndi parehas ng dami ang lumalabas na combination pag nag generate ako. Please help

[@RDFM12]

sir tanong ko lang po, bakit po 101 at 201 yung nilagay sa starting combination?

[@judetandoc9338]

Sir ano po ung 3 papalitan dun sa may part ng USD/LRFD + Ev Combo ung sa may Dead load

[@romolusvalencia6998]

Notice me sana Engr. EJ Clemente, ginamit ko Sir itong edit auto combinations rules pero magkaiba tayo ng interface sir na lumalabas sa STAAD pro advance Connect na app, iba lumalabas sa akin hindi katulad ng sa ginagawa mo sir. Hopefully manotice moko Engr. Thank you po Sir. :)

[@engryorme]

sir pag di ka po ba maggagamit ng wind load sa structure pwedi po ba na iignored nalang iyon, di ko po nilagyan ng factor niya , blanko lang in sort, tama po ba yan sir ohlagyan ko lamg ng wind load kahit wala sa structurr ko?

[@markjazz6577]

thank you po

[@rjmagaling]

1:00 Formula for the seismic modification, Ca=0.64Na? From NSCP Table 208-7, For Sd soil profile, Zone 4, Ca is 0.44Na. I'm just newbie and learning again haha, can you explain why you used 0.64Na? Factor of Safety?

[@rjmagaling]

Nakita ko may nagcomment din pala dun sa video ng v8i, tama lang pala na Ca=0.44Na ang gagamitin. Thank you sa tutorial videos :D Big help.

[@ErshieClemente]

Thanks. Please note that all factors, values, and assumptions used in this training are all loosely based sa code and it’s up to us Structural Engineers to verify them against the code. This is STAAD Training. The main goal is to learn and master the software. Thank you sir for your support. Really appreciate it. 🙏🏻