California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 100
... nominal torsional moment strength . nominal torsional moment strength provided by torsion reinforcement . See Section 1911B.6.9.1 . = factored torsional moment at section . = nominal shear strength provided by concrete . nominal shear ...
... nominal torsional moment strength . nominal torsional moment strength provided by torsion reinforcement . See Section 1911B.6.9.1 . = factored torsional moment at section . = nominal shear strength provided by concrete . nominal shear ...
Page 180
... Nominal anchor bolt strength . The nominal strength of anchor bolts times the strength - reduction factor shall equal or exceed the required strength . The nominal tensile capacity of anchor bolts shall be deter- mined from the lesser ...
... Nominal anchor bolt strength . The nominal strength of anchor bolts times the strength - reduction factor shall equal or exceed the required strength . The nominal tensile capacity of anchor bolts shall be deter- mined from the lesser ...
Page 259
... NOMINAL PANEL THICKNESS ( inches ) MINIMUM NAIL PENETRATION IN FRAMING ( inches ) × 25.4 for mm 6 4 33 23 Nail Size ( Common or × 0.0146 for N / mm x 25.4 for mm Galvanized Box ) 5 PANEL GRADE 5/16 114 6d 200 300 390 510 230 360 460 610 ...
... NOMINAL PANEL THICKNESS ( inches ) MINIMUM NAIL PENETRATION IN FRAMING ( inches ) × 25.4 for mm 6 4 33 23 Nail Size ( Common or × 0.0146 for N / mm x 25.4 for mm Galvanized Box ) 5 PANEL GRADE 5/16 114 6d 200 300 390 510 230 360 460 610 ...
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1998 CALIFORNIA BUILDING accordance with Section allowable stress analysis anchorage apply approved ASTM axial load bars beam bending bracing calculated CALIFORNIA BUILDING CODE column compression members compressive strength computed concrete conform construction dead load deflection deformed depth design values determined development length diameter diaphragm displacement ductile earthquake edge effects elements enforcement agency exceed face factor flange flexural members foot Formula frame grade greater grout isolation system joints joists laminations lateral forces less live load lumber materials maximum ment minimum modulus of elasticity N/mm˛ nails nominal Nonbuilding structures panel Parallel to Grain percent perpendicular pounds per square ratio requirements of Section resist roof seismic forces Seismic Zones Select structural shear reinforcement shear strength shear stress shear walls sheathing shotcrete slab spacing span specified in Section square inch MPa steel studs Table tensile tension thickness tion torsional UBC Standard vertical welded width wire wood WWPA yield strength