Structure 2019
Module
Insulated wall
Loadbearing wall
Max length and span
Vertical structure
Max ceiling 10 feet
Holizontal structure
Span 12 feet
Floor dead load
15 lb/ ft2 ( no tile floor )
Roof dead load
20 lb/fts
Live load
Roof 20 lb/ft2( General small house residential roof 15 lb/ft2)
Ground floor 40 lb/fts
Snow load
2'-8' drop matter
Wind load
105 mph
Expousure category : c
Enclosure classification: ( if the building has big opening to catch wind, the wind load goes up 50% more
Seismic
Find factor on website (says site cant be reached -venisse)
https://earthqueke.usgs.gov/hazards/designmaps/
Reference ASCE 7-17
Risk Category II
Site Class D- Stiff Soil
SS and S1 is the most important factor
Response Modification factor: 2
Overstrength factor Ω0: 2
Deflection amplication factor: 2?
Use 20 (15 in summary sheet) lb/ft2 for floor road
Long wall : Wall A
Short wall : Wall b
Building weight 50K lb. for 2019 u of u project
Structural concern 2019