California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
From inside the book
Results 1-3 of 12
Page vii
... Design Methods 1 Section 1604B Floor Design Elements into the Ductile , Limited - ductile and Nonductile Categories ... 43 2 Section 1605B Roof Design Section 1646B Detailed Systems Design Requirements 47 2 Section 1647B Nonbuilding ...
... Design Methods 1 Section 1604B Floor Design Elements into the Ductile , Limited - ductile and Nonductile Categories ... 43 2 Section 1605B Roof Design Section 1646B Detailed Systems Design Requirements 47 2 Section 1647B Nonbuilding ...
Page 18
... structures shall be sepa- rated from adjoining structures . Separations shall allow for 3 ( R / 8 ) times the ... NONBUILDING STRUCTURES 1632B.1 General . 1632B.1.1 Scope . Nonbuilding structures include all self - sup- porting ...
... structures shall be sepa- rated from adjoining structures . Separations shall allow for 3 ( R / 8 ) times the ... NONBUILDING STRUCTURES 1632B.1 General . 1632B.1.1 Scope . Nonbuilding structures include all self - sup- porting ...
Page 49
... building separations shall not be less than ( Rw / 8 ) ≥ 1 times the displacements due to specified seismic forces . SECTION 1647B — NONBUILDING STRUCTURES - 1647B.1 General . Nonbuilding existing structures include all self - supporting ...
... building separations shall not be less than ( Rw / 8 ) ≥ 1 times the displacements due to specified seismic forces . SECTION 1647B — NONBUILDING STRUCTURES - 1647B.1 General . Nonbuilding existing structures include all self - supporting ...
Other editions - View all
Common terms and phrases
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