California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
From inside the book
Results 1-3 of 77
Page 80
... conform to approved national standards , see ASTM A 615 , A 616 and A 617 . 1903B.5.4.2 For plain wire for spiral reinforcement , see ASTM A 82 except that for wire with a specified yield strength f exceeding 60,000 psi ( 413.7 MPa ) ...
... conform to approved national standards , see ASTM A 615 , A 616 and A 617 . 1903B.5.4.2 For plain wire for spiral reinforcement , see ASTM A 82 except that for wire with a specified yield strength f exceeding 60,000 psi ( 413.7 MPa ) ...
Page 88
... conform to the provisions of Sections 1907B.10.4 and 1907B . 10.5 and , where shear or torsion reinforcement is required , shall also conform to provisions of Section 1911B . 1907B.10.2 Lateral reinforcement requirements for composite ...
... conform to the provisions of Sections 1907B.10.4 and 1907B . 10.5 and , where shear or torsion reinforcement is required , shall also conform to provisions of Section 1911B . 1907B.10.2 Lateral reinforcement requirements for composite ...
Page 166
... conform to the weathering and structural requirements of UBC Standard 21-1 , Section 21.106 , Facing Brick 4.5 Not adopted by the State of California . 4.6 UBC Standard 21-1 , Section 21.106 , Facing Brick ( solid units ) 4.7 UBC ...
... conform to the weathering and structural requirements of UBC Standard 21-1 , Section 21.106 , Facing Brick 4.5 Not adopted by the State of California . 4.6 UBC Standard 21-1 , Section 21.106 , Facing Brick ( solid units ) 4.7 UBC ...
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/mm˛ 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