Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-249
... Panel Zone of Beam - to - Column Connections ( Beam web parallel to column web ) 8.3.a. Shear Strength : The required shear strength , Vu , of the panel zone shall be based on beam bending mo- ments determined from the Load Combinations ...
... Panel Zone of Beam - to - Column Connections ( Beam web parallel to column web ) 8.3.a. Shear Strength : The required shear strength , Vu , of the panel zone shall be based on beam bending mo- ments determined from the Load Combinations ...
Page 2-280
... 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 panels ...
... 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 panels ...
Page 2-287
... PANEL FRAMING THICKNESS MEMBER ( inches ) ( inches ) 6 TABLE 23-11 - H - ALLOWABLE SHEAR IN POUNDS PER FOOT FOR HORIZONTAL WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR - LARCH OR SOUTHERN PINE11 ( inches ) BLOCKED ...
... PANEL FRAMING THICKNESS MEMBER ( inches ) ( inches ) 6 TABLE 23-11 - H - ALLOWABLE SHEAR IN POUNDS PER FOOT FOR HORIZONTAL WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR - LARCH OR SOUTHERN PINE11 ( inches ) BLOCKED ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
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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/mē 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