California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 39
... SECTION 1643B — CRITERIA SELECTION - 1643B.1 Basis for Evaluation and Design ... requirements of Chapter 6 , Part 1 , Title 24 , Building Standards ... requirements of 1994 UBC Chapter 34. The following special prescriptive proce- dures ...
... SECTION 1643B — CRITERIA SELECTION - 1643B.1 Basis for Evaluation and Design ... requirements of Chapter 6 , Part 1 , Title 24 , Building Standards ... requirements of 1994 UBC Chapter 34. The following special prescriptive proce- dures ...
Page 44
... Section 2626 or later editions ( Sections 1921A.1–1921A.5 of 1994 UBC for Seismic Zones 3 and 4 ) may be classified ... requirements of 1994 UBC Section 1921B.8 or equivalent re- quirements of earlier editions , shall be classified as ...
... Section 2626 or later editions ( Sections 1921A.1–1921A.5 of 1994 UBC for Seismic Zones 3 and 4 ) may be classified ... requirements of 1994 UBC Section 1921B.8 or equivalent re- quirements of earlier editions , shall be classified as ...
Page 46
... requirements of 1994 UBC for braced frames may be classified as ductile and the ẞ value taken as 1.0 . 1645B.5.2.2 Any braced frame element in conformance ... Section 1605B Roof Design Section 1646B Detailed Systems Design Requirements 2.
... requirements of 1994 UBC for braced frames may be classified as ductile and the ẞ value taken as 1.0 . 1645B.5.2.2 Any braced frame element in conformance ... Section 1605B Roof Design Section 1646B Detailed Systems Design Requirements 2.
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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