Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
From inside the book
Results 1-3 of 74
Page 2-195
... bolts shall be those listed in Table 20 - I - A . Nuts for 1 / 4 - inch ( 6.4 mm ) bolts and smaller shall be 2024 - T4 . Nuts for larger diameter bolts shall be alloy 6061 - T6 or 6262 - T9 . Flat washers shall be Alclad 2024 - T4 ...
... bolts shall be those listed in Table 20 - I - A . Nuts for 1 / 4 - inch ( 6.4 mm ) bolts and smaller shall be 2024 - T4 . Nuts for larger diameter bolts shall be alloy 6061 - T6 or 6262 - T9 . Flat washers shall be Alclad 2024 - T4 ...
Page 2-196
... bolts . Where two or more web plates are in contact , there shall be stitch rivets or bolts to make them act in unison . In compression members , the pitch and gage of such rivets or bolts shall be determined as outlined in paragraph 9 ...
... bolts . Where two or more web plates are in contact , there shall be stitch rivets or bolts to make them act in unison . In compression members , the pitch and gage of such rivets or bolts shall be determined as outlined in paragraph 9 ...
Page 2-219
... bolt strength . The nominal strength of anchor bolts times the strength - reduction factor shall equal or exceed the required strength . The nominal tensile capacity of anchor bolts shall be deter- mined from the lesser of Formula ( 8-5 ) ...
... bolt strength . The nominal strength of anchor bolts times the strength - reduction factor shall equal or exceed the required strength . The nominal tensile capacity of anchor bolts shall be deter- mined from the lesser of Formula ( 8-5 ) ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
Copyright | |
13 other sections not shown
Other editions - View all
Common terms and phrases
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