Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-195
... 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 2-196
... diameter of the rivet or bolt . When a shorter edge distance is used , the allowable bearing stress as determined by Table 20 - I - C shall be reduced by the ratio : actual edge distance / twice rivet or bolt diameter . The edge ...
... diameter of the rivet or bolt . When a shorter edge distance is used , the allowable bearing stress as determined by Table 20 - I - C shall be reduced by the ratio : actual edge distance / twice rivet or bolt diameter . The edge ...
Page 2-197
... 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 ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design analysis anchor applied ASTM axial load bars beam bending bolts building official calculated column compression members compressive strength computed concrete connections construction dead load deflection deformed design strength Design Value determined diameter diaphragm displacement distance earthquake edge effects elements exceed factored feet flange flexural members floor foot Formula grout horizontal joints joists kN/m² lateral forces less live load load combinations longitudinal lumber masonry maximum ment minimum modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted plate plywood pounds per square precast ratio requirements of Section roof seismic forces Seismic Zones Select Structural shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel story studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength