California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 28
... patients , but not included in Category I Group I , Division 3 Occupancies All structures with an occupancy greater than 5,000 persons 4. Standard occupancy structures3 5. Miscellaneous structures Structures and equipment in power ...
... patients , but not included in Category I Group I , Division 3 Occupancies All structures with an occupancy greater than 5,000 persons 4. Standard occupancy structures3 5. Miscellaneous structures Structures and equipment in power ...
Page 38
... patient population , this level reflects the limited mobility and physical care needs of this group in addition to staff and visi- tors . ] INELASTIC DEMAND RATIO ( IDR ) is the ratio of the total load demand on an element to the ...
... patient population , this level reflects the limited mobility and physical care needs of this group in addition to staff and visi- tors . ] INELASTIC DEMAND RATIO ( IDR ) is the ratio of the total load demand on an element to the ...
Page 46
... Patient Care ] 1645B.7.1 The requirements of Section 1643B.9 applies to the A following systems for the indicated nonstructural performance levels NPC - 1 through NPC - 5 , as defined in Chapter 6 , Part 1 , Title 24 , Building ...
... Patient Care ] 1645B.7.1 The requirements of Section 1643B.9 applies to the A following systems for the indicated nonstructural performance levels NPC - 1 through NPC - 5 , as defined in Chapter 6 , Part 1 , Title 24 , Building ...
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1998 CALIFORNIA BUILDING accordance with Section allowable stress analysis anchorage apply approved ASTM axial load bars beam bending bracing calculated CALIFORNIA BUILDING CODE column compression members compressive strength computed concrete conform construction dead load deflection deformed depth design values determined development length diameter diaphragm displacement ductile earthquake edge effects elements enforcement agency exceed face factor flange flexural members foot Formula frame grade greater grout isolation system joints joists laminations lateral forces less live load lumber materials maximum ment minimum modulus of elasticity N/mm² nails nominal Nonbuilding structures panel Parallel to Grain percent perpendicular pounds per square ratio requirements of Section resist roof seismic forces Seismic Zones Select structural shear reinforcement shear strength shear stress shear walls sheathing shotcrete slab spacing span specified in Section square inch MPa steel studs Table tensile tension thickness tion torsional UBC Standard vertical welded width wire wood WWPA yield strength