Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-195
... rivets and bolts shall be calculated using the allowable bearing stresses in Table 20 - I - C and the allowable shear stresses in Table 20 - I - A . The allowable bearing stress depends on the ratio of edge distance to rivet or bolt ...
... rivets and bolts shall be calculated using the allowable bearing stresses in Table 20 - I - C and the allowable shear stresses in Table 20 - I - A . The allowable bearing stress depends on the ratio of edge distance to rivet or bolt ...
Page 2-196
... rivets and 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 ...
... rivets and 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 ...
Page 2-197
... 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 inch ( 1.6 mm ) larger than the nominal bolt diameter . 5. If any holes ...
... 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 inch ( 1.6 mm ) larger than the nominal bolt diameter . 5. If any holes ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
Copyright | |
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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