California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-184
... diameter bolts shall be alloy 6061 - T6 or 6262 - T9 . Flat washers shall be Alclad 2024 - T4 . Spring lock washers shall be alloy 7075 - T6 . For improved corrosion resistance , a 0.0002 - inch ( 0.005 mm ) minimum thickness anodic ...
... diameter bolts shall be alloy 6061 - T6 or 6262 - T9 . Flat washers shall be Alclad 2024 - T4 . Spring lock washers shall be alloy 7075 - T6 . For improved corrosion resistance , a 0.0002 - inch ( 0.005 mm ) minimum thickness anodic ...
Page 2-184
... diameter of the rivet . 4. The finished diameter of holes for bolts shall not be more than 1/16 inch ( 1.6 mm ) larger than the nominal bolt diameter . 5. If any holes must be enlarged to admit the rivets or bolts , they shall be reamed ...
... diameter of the rivet . 4. The finished diameter of holes for bolts shall not be more than 1/16 inch ( 1.6 mm ) larger than the nominal bolt diameter . 5. If any holes must be enlarged to admit the rivets or bolts , they shall be reamed ...
Page 2-184
... diameter of the rivet . 3. The finished diameter of holes for hot - driven rivets shall not be more than 7 percent greater than the nominal diameter of the rivet . 4. The finished diameter of holes for bolts shall not be more than 1/16 ...
... diameter of the rivet . 3. The finished diameter of holes for hot - driven rivets shall not be more than 7 percent greater than the nominal diameter of the rivet . 4. The finished diameter of holes for bolts shall not be more than 1/16 ...
Contents
Matrix Adoption Tables | XTC-1 |
Matrix Adoption Tables | XTC-3 |
of | XTC-27 |
Copyright | |
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1998 CALIFORNIA BUILDING accordance with Section Adopt entire UBC agency allowable stress Allowable Stress Design anchor bolts anchorage ASTM axial load bars beam braced frames building official calculated CALIFORNIA BUILDING CODE chapter column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection deformed design strength determined diameter diaphragm distance DOSH earthquake edge effective elements exceed factored flange flexural members foot Formula greater grout horizontal joint lateral forces less live load load combinations materials maximum ment minimum mm² mortar Nonbuilding structures nonprestressed OSHPD percent permitted plate pounds per square ratio requirements of Section seismic forces Seismic Zones shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel stiffener structural Table tensile thickness tion torsion UBC Standard Uniform Building Code vertical welded width wire yield strength