California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 189
California. TABLE 21B - F TABLE 21B - E - 1 — ALLOWABLE TENSION , B , FOR EMBEDDED ANCHOR BOLTS FOR CLAY AND CONCRETE MASONRY , pounds 1,2,3 EMBEDMENT LENGTH ,, or EDGE DISTANCE , Ibe ( inches ) I'm ( psi ) 2 3 x 6.89 for kPa 4 5 6 8 10 ...
California. TABLE 21B - F TABLE 21B - E - 1 — ALLOWABLE TENSION , B , FOR EMBEDDED ANCHOR BOLTS FOR CLAY AND CONCRETE MASONRY , pounds 1,2,3 EMBEDMENT LENGTH ,, or EDGE DISTANCE , Ibe ( inches ) I'm ( psi ) 2 3 x 6.89 for kPa 4 5 6 8 10 ...
Page 190
California. TABLE 21B - H - 3 TABLE 21B - G - MINIMUM DIAMETERS OF BEND BAR SIZE No. 3 through No. 8 No. 9 through No. 11 MINIMUM DIAMETER 6 bar diameters 8 bar diameters TABLE 21B - H - 1 - RADIUS OF GYRATION1 FOR CONCRETE MASONRY ...
California. TABLE 21B - H - 3 TABLE 21B - G - MINIMUM DIAMETERS OF BEND BAR SIZE No. 3 through No. 8 No. 9 through No. 11 MINIMUM DIAMETER 6 bar diameters 8 bar diameters TABLE 21B - H - 1 - RADIUS OF GYRATION1 FOR CONCRETE MASONRY ...
Page 264
California. TABLE 23B - I - T - 1 TABLE 23B - 1 - S - 2 - ALLOWABLE LOAD ( PSF ) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS ( Plywood structural panels are five - ply ...
California. TABLE 23B - I - T - 1 TABLE 23B - 1 - S - 2 - ALLOWABLE LOAD ( PSF ) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS ( Plywood structural panels are five - ply ...
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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