Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-274
... 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 2-277
... WOOD SUPPORTING MASONRY OR CONCRETE Wood members shall not be used to permanently support the dead load of any masonry or concrete . EXCEPTIONS : 1. Masonry or concrete nonstructural floor or roof surfacing not more than 4 inches ( 102 ...
... WOOD SUPPORTING MASONRY OR CONCRETE Wood members shall not be used to permanently support the dead load of any masonry or concrete . EXCEPTIONS : 1. Masonry or concrete nonstructural floor or roof surfacing not more than 4 inches ( 102 ...
Page 2-280
... wood structural panel shear values as specified elsewhere in this code . Wood structural panels for horizontal diaphragms shall be as set forth in Tables 23 - II - E - 1 and 23 - II - E - 2 for corresponding joist spacing and loads ...
... wood structural panel shear values as specified elsewhere in this code . Wood structural panels for horizontal diaphragms shall be as set forth in Tables 23 - II - E - 1 and 23 - II - E - 2 for corresponding joist spacing and loads ...
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