Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Results 1-3 of 15
Page vii
... Group A Occupancies 1-14 Section 304 Requirements for Group B Occupancies 1-15 Chapter 7 Fire - resistant Materials and Construction . Section 305 Requirements for Group E Occupancies 1-16 Section 701 Scope Section 306 Requirements for ...
... Group A Occupancies 1-14 Section 304 Requirements for Group B Occupancies 1-15 Chapter 7 Fire - resistant Materials and Construction . Section 305 Requirements for Group E Occupancies 1-16 Section 701 Scope Section 306 Requirements for ...
Page 2-30
... Group I , Division 1 Occupancies having surgery and emergency treatment areas OCCUPANCY OR FUNCTIONS OF STRUCTURE ... E , Divisions 1 and 3 Occupancies with a capacity greater than 300 students Buildings housing Group B Occupancies used ...
... Group I , Division 1 Occupancies having surgery and emergency treatment areas OCCUPANCY OR FUNCTIONS OF STRUCTURE ... E , Divisions 1 and 3 Occupancies with a capacity greater than 300 students Buildings housing Group B Occupancies used ...
Page 2-478
... Group E Occupancies In Group H Occupancies In Group I Occupancies In stores and offices Separation of corridors in Group R , Division 1 Occupancies CORROSION RESISTANT Definition Fasteners Roofing / flashing CORROSIVE Definition COST ...
... Group E Occupancies In Group H Occupancies In Group I Occupancies In stores and offices Separation of corridors in Group R , Division 1 Occupancies CORROSION RESISTANT Definition Fasteners Roofing / flashing CORROSIVE Definition COST ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
Copyright | |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design analysis anchor applied ASTM axial load bars beam bending bolts building official calculated column compression members compressive strength computed concrete connections construction dead load deflection deformed design strength Design Value determined diameter diaphragm displacement distance earthquake edge effects elements exceed factored feet flange flexural members floor foot Formula grout horizontal joints joists kN/m² lateral forces less live load load combinations longitudinal lumber masonry maximum ment minimum modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted plate plywood pounds per square precast ratio requirements of Section roof seismic forces Seismic Zones Select Structural shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel story studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength