California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 228
... design values adjusted by size factors are based on edgewise use ( load applied to narrow face ) . When dimension lumber is used flatwise ( load applied to wide face ) , the bending design value , F , shall also be multiplied by the ...
... design values adjusted by size factors are based on edgewise use ( load applied to narrow face ) . When dimension lumber is used flatwise ( load applied to wide face ) , the bending design value , F , shall also be multiplied by the ...
Page 230
California. A TABLE 23B - 1 - A - 2 - DESIGN VALUES FOR VISUALLY GRADED SOUTHERN PINE DIMENSION LUMBER- ( Continued ) DESIGN VALUES IN POUNDS PER SQUARE INCH ( psi ) x 0.00689 for N / mm2 SIZE CLASSIFICATION Compression SPECIES AND ...
California. A TABLE 23B - 1 - A - 2 - DESIGN VALUES FOR VISUALLY GRADED SOUTHERN PINE DIMENSION LUMBER- ( Continued ) DESIGN VALUES IN POUNDS PER SQUARE INCH ( psi ) x 0.00689 for N / mm2 SIZE CLASSIFICATION Compression SPECIES AND ...
Page 232
... design values are for normal load duration and dry service conditions . ) DESIGN VALUES IN POUNDS PER SQUARE INCH ( psi ) SIZE CLASSIFICATION x 0.00689 for mm SPECIES AND COMMERCIAL GRADE × 25.4 for mm Bending Fo Tension Parallel to ...
... design values are for normal load duration and dry service conditions . ) DESIGN VALUES IN POUNDS PER SQUARE INCH ( psi ) SIZE CLASSIFICATION x 0.00689 for mm SPECIES AND COMMERCIAL GRADE × 25.4 for mm Bending Fo Tension Parallel to ...
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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