Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-245
... Braced Frame ( CBF ) . A braced frame in which all members of the bracing system are sub- jected primarily to axial forces . The CBF shall meet the requirements of Sect . 9 . Connection . Combination of joints used to transmit forces ...
... Braced Frame ( CBF ) . A braced frame in which all members of the bracing system are sub- jected primarily to axial forces . The CBF shall meet the requirements of Sect . 9 . Connection . Combination of joints used to transmit forces ...
Page 2-299
... braced wall lines . Spacing shall not exceed 34 feet ( 10 363 mm ) on center in both the longitu- dinal and transverse directions in each story . 2320.4.2 Braced wall lines for high wind . Where the basic wind speed exceeds 80 mph ( 129 ...
... braced wall lines . Spacing shall not exceed 34 feet ( 10 363 mm ) on center in both the longitu- dinal and transverse directions in each story . 2320.4.2 Braced wall lines for high wind . Where the basic wind speed exceeds 80 mph ( 129 ...
Page 2-305
... braced panels which form interior or exterior braced wall lines . 2See Section 2320.11.3 for full description . 3See Section 2320.11.4 for alternate braced panel requirement . 4Building length is the dimension parallel to the braced ...
... braced panels which form interior or exterior braced wall lines . 2See Section 2320.11.3 for full description . 3See Section 2320.11.4 for alternate braced panel requirement . 4Building length is the dimension parallel to the braced ...
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/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