Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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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 | 22 |
Review the building for conformity with the occupancy requirements in Sections 303 through 312 | 2-10 |
Review the building for conformity with structural engineering regulations and requirements for materials of construction See Chap | 2-23 |
Copyright | |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design anchor applied ASTM axial load bars beam bending bolts braced building official calculated column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection design strength determined diameter diaphragm distance edge effective elements exceed factored flange flexural members foot Formula frame grout horizontal joints joists kN/m² less live load load combinations longitudinal lumber masonry materials maximum ment minimum mm² modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted piles plate plywood pounds per square precast ratio requirements of Section resist 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 studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength