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EGH475 Lecture 2 - Coggle Diagram
EGH475 Lecture 2
Vertical Loads
AS1170 & AS1170.1
AS1170
Section 2: Structural Design Procedure
Ultimate & Serviceability limit states
Loading types
Ultimate loads
Serviceability loads
Section 3: Annual probability of exceedance & importance level (NZ only)
Use NCC-2019 for Auastralia
IL 1 to 4
Section 4: Load combos
Section 5: Analysis methods (e.g. static or dynamic analysis or both) to calculate Design Actions
Section 6: Robustness
Section 7: Design checks
Stability
Strength
Serviceability
Tributary Areas
Areas of floor loading a column or a wall
Tributary length factor (L'=alpha*L)
No. spans = 2
1.25
No spans = 3 or more
1.15
Column & Wall Loads
Calculating SIDL's & Facade loads
Loading Plans & Column Loads