Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-301
... Studs shall be placed with their wide dimension perpendicular to the wall . Not less than three studs shall be installed at each corner of an exterior wall . EXCEPTION : At corners , a third stud may be omitted through the use of wood ...
... Studs shall be placed with their wide dimension perpendicular to the wall . Not less than three studs shall be installed at each corner of an exterior wall . EXCEPTION : At corners , a third stud may be omitted through the use of wood ...
Page 2-302
... stud height of 14 inches ( 356 mm ) or less . In Seismic Zone 4 , Method 7 is not permitted for bracing any cripple wall studs . Spacing of boundary nailing for required wall bracing shall not exceed 6 inches ( 152 mm ) on center along ...
... stud height of 14 inches ( 356 mm ) or less . In Seismic Zone 4 , Method 7 is not permitted for bracing any cripple wall studs . Spacing of boundary nailing for required wall bracing shall not exceed 6 inches ( 152 mm ) on center along ...
Page 2-381
... studs shall not be spaced farther apart than 16 inches ( 406 mm ) center to center . Sills , plates and marginal studs shall be adequately connected to framing elements located above and below to resist all design forces . 2513.4 Height ...
... studs shall not be spaced farther apart than 16 inches ( 406 mm ) center to center . Sills , plates and marginal studs shall be adequately connected to framing elements located above and below to resist all design forces . 2513.4 Height ...
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