California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 4
... WOOD STRUCTURAL PANEL is a structural panel product composed primarily of wood and meeting the requirements of UBC Standard 23-2 or 23-3 . Wood structural panels include all- veneer plywood , composite panels containing a combination of ...
... WOOD STRUCTURAL PANEL is a structural panel product composed primarily of wood and meeting the requirements of UBC Standard 23-2 or 23-3 . Wood structural panels include all- veneer plywood , composite panels containing a combination of ...
Page 6
... Wood Support Embedded in Ground . Wood em- bedded in the ground or in direct contact with the earth and used for the support of permanent structures shall be treated wood un- less continuously below the groundwater line or continuously ...
... Wood Support Embedded in Ground . Wood em- bedded in the ground or in direct contact with the earth and used for the support of permanent structures shall be treated wood un- less continuously below the groundwater line or continuously ...
Page 7
... Wood Supporting Roofs and Floors . Wood structural members supporting moisture - permeable floors or roofs that are exposed to the weather , such as concrete or masonry slabs , shall be approved wood of natural resistance to decay or ...
... Wood Supporting Roofs and Floors . Wood structural members supporting moisture - permeable floors or roofs that are exposed to the weather , such as concrete or masonry slabs , shall be approved wood of natural resistance to decay or ...
Contents
Matrix Adoption Tables | XTC-1 |
Matrix Adoption Tables | XTC-3 |
of | XTC-27 |
Copyright | |
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1998 CALIFORNIA BUILDING accordance with Section Adopt entire UBC agency allowable stress Allowable Stress Design anchor bolts anchorage ASTM axial load bars beam braced frames building official calculated CALIFORNIA BUILDING CODE chapter column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection deformed design strength determined diameter diaphragm distance DOSH earthquake edge effective elements exceed factored flange flexural members foot Formula greater grout horizontal joint lateral forces less live load load combinations materials maximum ment minimum mm² mortar Nonbuilding structures nonprestressed OSHPD percent permitted plate pounds per square ratio requirements of Section seismic forces Seismic Zones shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel stiffener structural Table tensile thickness tion torsion UBC Standard Uniform Building Code vertical welded width wire yield strength