California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
From inside the book
Results 1-3 of 82
Page 110
... factor or factors for : 1912B.2.4.1 Top reinforcement . Horizontal reinforcement so placed that more than 12 inches ( 305 mm ) of fresh concrete is cast in the member below the development length or splice . . . . 1912B.2.4.2 ...
... factor or factors for : 1912B.2.4.1 Top reinforcement . Horizontal reinforcement so placed that more than 12 inches ( 305 mm ) of fresh concrete is cast in the member below the development length or splice . . . . 1912B.2.4.2 ...
Page 228
... factors : FLAT - USE FACTORS , Cfu WIDTH ( inches ) x 25.4 for mm 2 and 3 5 6 10 and wider 2 " and 3 " THICKNESS ( 51 mm and 76 mm ) ( 102 mm ) 1.0 1.1 1.0 1.1 1.05 1.15 1.05 1.15 1.2 1.05 1.1 6. Wet Service Factor , Cy . When dimension ...
... factors : FLAT - USE FACTORS , Cfu WIDTH ( inches ) x 25.4 for mm 2 and 3 5 6 10 and wider 2 " and 3 " THICKNESS ( 51 mm and 76 mm ) ( 102 mm ) 1.0 1.1 1.0 1.1 1.05 1.15 1.05 1.15 1.2 1.05 1.1 6. Wet Service Factor , Cy . When dimension ...
Page 242
... factor , Cr . 5. Wet Service Factor , Cy . When decking is used where moisture content will exceed 19 percent for an extended time period , design values shall be multiplied by the appropriate wet service factors from the following ...
... factor , Cr . 5. Wet Service Factor , Cy . When decking is used where moisture content will exceed 19 percent for an extended time period , design values shall be multiplied by the appropriate wet service factors from the following ...
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