STAAD Pro CONNECT Part 24 of 38: Loadings Part 3

Hi guys,
Here is my little gift to all of my fellow Filipino Structural Engineering Enthusiasts out there. This is a non-edited version of one of my training session recordings. A big shout out to all of the people (Engineers) that pushed me to do this. Haha. Yup! This is all free of charge, because what is the value of knowledge if you never use and share it right?
P.S. I published this un-edited version para di ma-blocked. So please share it while it lasts. Cheers!
Engr. Ersh (@thats_ej)
Disclaimer: I do not get anything from this. I just want to share at least some of my knowledge.

[@MarlonRoyBautista]

hello sir, question lang po. Bakit pala yung resulting reactions of truss lang from primary load cases yung ipapaimpose natin sa superstructure instead yung with load combination cases? D po ba mag iiba yung reactions nun if sinama na natin yung load combination?

[@EngrFesan]

meron ka po bang soft copy sir para sa mga computation ng loading na ginamit mo sir? hingi sana ako.

[@herbertanjeloreyes9313]

1 error sir pag ka Run Analysis. End STAAD.Pro Run Elapsed Time = 0 secs Pag viniew output file ko sir, " ***ERROR*** WRONG STRENGTH PARAMETER PROVIDED." Eto sir yung line before yung error: 34. STRENGTH FY 2.48E+12 FU 4.14E+12 RY 1.5E+12 RT 1.2E+12 FCU 5 Pahelp sir. Thanks!

[@herbertanjeloreyes9313]

Kapag binubuksan ko naman yung Editor, 0 error. Pag nag run analysis lang sir.

[@ErshieClemente]

Wrong strength sir. Sobrang laki ng mga values. Edit mo na lang sa editor.

[@herbertanjeloreyes9313]

Ay onga sir. Automatic nagbabago values pag ka OK sa Material. Inedit ko nalang sa Editor. Error pa rin siya. Tinanggal ko yung FCU 5, 0 errors na. Thank you sir!

[@johnmelbertdelfino9394]

helo po

[@johnmelbertdelfino9394]

may tanong lang po ako

[@ErshieClemente]

yes po?