California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 87
... bars shall apply also to the clear distance between a contact lap splice and adjacent splices or bars . 1907B.6.5 In walls and slabs other than concrete joist construc- tion , primary flexural reinforcement shall not be spaced farther ...
... bars shall apply also to the clear distance between a contact lap splice and adjacent splices or bars . 1907B.6.5 In walls and slabs other than concrete joist construc- tion , primary flexural reinforcement shall not be spaced farther ...
Page 110
... Bars with cover less than 3d or clear spacing between bars less than 6db 1.5 All other conditions 1.2 The product of the factor for top reinforcement of Section 1912B.2.4.1 and the factor for epoxy - coated reinforcement of this section ...
... Bars with cover less than 3d or clear spacing between bars less than 6db 1.5 All other conditions 1.2 The product of the factor for top reinforcement of Section 1912B.2.4.1 and the factor for epoxy - coated reinforcement of this section ...
Page 177
... bars in tension ld = 0.29 db fs for bars in tension ( 7B - 9 ) ( 7B - 10 ) la = 0.0015 db fs for bars in compression For SI : ld = 0.22 db fs for bars in compression Development length for smooth bars shall be twice the length ...
... bars in tension ld = 0.29 db fs for bars in tension ( 7B - 9 ) ( 7B - 10 ) la = 0.0015 db fs for bars in compression For SI : ld = 0.22 db fs for bars in compression Development length for smooth bars shall be twice the length ...
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Common terms and phrases
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