STAAD Pro CONNECT Part 19 of 38: Specifications Part 3

[@ErshieClemente]

Hi guys 👋😇 What are your thoughts? I need your feedback about my sessions. Is it helpful or not? Comment below. 👇☺️ Thanks, Engr. Ersh "EJ" Clemente 💚

[@EngrSaif-rp8nx]

Excellent explanation sir EJ! Wanna ask po sir kung mag apply pa ba ng offset sa inclined beam(sa truss)? Like paano po yung offset nun? TIA po sir. Badly need it.

[@EngrSaif-rp8nx]

Also po sir EJ, yung apex ng inclined beam, mag apply ng offset po doon?

[@eternalaxis4767]

Good day sir, need din po ba mag assign ng reduction factor sa substructure or dun sa foundation? By the way, thank you po for the very detailed and clear tutorials!

[@_alex07_]

Sa pagkakaintindi ko sir. Hindi na, refer to ACI 318-14 Section 6.6.3.1 Factored Load Analysis, Sa Commentary ni ACI, "Factored Load Analysis is for lateral load analysis either the stiffness presented in Section 6.6.3.1.1 or 6.6.3.1.2 can be used.". If mag-r-refer tayo sa Section 6.6.3.1.1, Table 6.6.3.1.1(a) andoon po yung sinasabi ni Sir. EJ na 0.7Ig for Columns and 0.35Ig for Beams (Cross Sectional Area of 1.0Ag). Since hindi naman po nag-d-drift checking sa substructure. Hindi na po kailangan gawin yung Factored Load Analysis sa Substructure. Wait pa rin natin comment ni Sir. EJ

[@ErshieClemente]

Correct sir. 🙏🏻😇