California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
From inside the book
Results 1-3 of 22
Page 126
... tendons . 1918B.6.2 Friction loss in posttensioning tendons . 1918B.6.2.1 Effect of friction loss in posttensioning tendons shall be computed by P1 = Pre ( KI + μa ) ( 18B - 1 ) When ( KI + ua ) is not greater than 0.3 , effect of ...
... tendons . 1918B.6.2 Friction loss in posttensioning tendons . 1918B.6.2.1 Effect of friction loss in posttensioning tendons shall be computed by P1 = Pre ( KI + μa ) ( 18B - 1 ) When ( KI + ua ) is not greater than 0.3 , effect of ...
Page 128
... tendon or tendon group . A minimum of two tendons shall be provided in each direction through the critical shear section over columns . Special consider- ation of tendon spacing shall be provided for slabs with concen- trated loads ...
... tendon or tendon group . A minimum of two tendons shall be provided in each direction through the critical shear section over columns . Special consider- ation of tendon spacing shall be provided for slabs with concen- trated loads ...
Page 129
... tendons shall develop at least 95 percent of the speci- fied breaking strength of the tendons , when tested in an unbonded condition , without exceeding anticipated set . For bonded tendons , anchorages and couplers shall be located so ...
... tendons shall develop at least 95 percent of the speci- fied breaking strength of the tendons , when tested in an unbonded condition , without exceeding anticipated set . For bonded tendons , anchorages and couplers shall be located so ...
Other editions - View all
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