California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 228
... face ) . When dimension lumber is used flatwise ( load applied to wide face ) , the bending design value , F , shall also be multiplied by the following flat - use factors : FLAT - USE FACTORS , Cfu WIDTH ( inches ) x 25.4 for mm 2 and ...
... face ) . When dimension lumber is used flatwise ( load applied to wide face ) , the bending design value , F , shall also be multiplied by the following flat - use factors : FLAT - USE FACTORS , Cfu WIDTH ( inches ) x 25.4 for mm 2 and ...
Page 233
... face of 2 - inch ( 51 mm ) ( nominal ) lumber SHEAR STRESS FACTORS , CH Length of split on wide Size of shake * in CH face of 3 - inch ( 76 mm ) ( nominal ) CH 2 - inch ( 51 mm ) ( nominal ) and thicker lumber CH and thicker lumber no ...
... face of 2 - inch ( 51 mm ) ( nominal ) lumber SHEAR STRESS FACTORS , CH Length of split on wide Size of shake * in CH face of 3 - inch ( 76 mm ) ( nominal ) CH 2 - inch ( 51 mm ) ( nominal ) and thicker lumber CH and thicker lumber no ...
Page 262
... face nail 4. Wider than 1 ′′ x 6 ′′ ( 25 mm x 152 mm ) subfloor to each joist , face nail 5. 2 " ( 51 mm ) subfloor to joist or girder , blind and face nail 6. Sole plate to joist or blocking , typical face nail Sole plate to joist or ...
... face nail 4. Wider than 1 ′′ x 6 ′′ ( 25 mm x 152 mm ) subfloor to each joist , face nail 5. 2 " ( 51 mm ) subfloor to joist or girder , blind and face nail 6. Sole plate to joist or blocking , typical face nail Sole plate to joist or ...
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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/mm² 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