Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-243
... Column . 9.5.a. Compactness . Columns used in SCBFS shall be compact according to Section B5 of the Specification . The outside wall width - thickness ratio of rectangular tube used for columns shall not exceed 110 / F , unless ...
... Column . 9.5.a. Compactness . Columns used in SCBFS shall be compact according to Section B5 of the Specification . The outside wall width - thickness ratio of rectangular tube used for columns shall not exceed 110 / F , unless ...
Page 2-249
... 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 3-5 and 3-6 . However ...
... 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 3-5 and 3-6 . However ...
Page 2-250
... column not included in the design to resist the required seismic shears , but included in the design to resist axial overturning forces . 8.7 . Beam - to - Column Connection Restraint Restrained Connection : 8.7.a. 1. Column flanges at ...
... column not included in the design to resist the required seismic shears , but included in the design to resist axial overturning forces . 8.7 . Beam - to - Column Connection Restraint Restrained Connection : 8.7.a. 1. Column flanges at ...
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