Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-41
... continuous welds over 3 feet ( 914 mm ) in length where the effective throat thickness is 1 inch ( 25 mm ) or less , each 12 - inch increment ( 305 mm ) or fraction thereof shall be consid- ered as one weld . For evaluating the reject ...
... continuous welds over 3 feet ( 914 mm ) in length where the effective throat thickness is 1 inch ( 25 mm ) or less , each 12 - inch increment ( 305 mm ) or fraction thereof shall be consid- ered as one weld . For evaluating the reject ...
Page 2-110
... continuous or shall be spliced over the support with a Class A ten- sion splice and at noncontinuous supports be terminated with a standard hook . 1907.13.2.2 Beams at the perimeter of the structure shall have at least one sixth of the ...
... continuous or shall be spliced over the support with a Class A ten- sion splice and at noncontinuous supports be terminated with a standard hook . 1907.13.2.2 Beams at the perimeter of the structure shall have at least one sixth of the ...
Page 2-451
... CONTINUOUS AT LAP COURSE CONTINUOUS LEDGER SHEET METAL ANCHOR STRAP AT 48 IN . ( 1219 mm ) O.C. LEDGER BOLTS ( SEE TABLE A - 21 - D ) 4 ( 102 mm ) -10d ( MIN . ) STRAP TO EACH BLOCK SHEET METAL ANCHOR STRAP AT 48 IN . ( 1219 mm ) O.C. ...
... CONTINUOUS AT LAP COURSE CONTINUOUS LEDGER SHEET METAL ANCHOR STRAP AT 48 IN . ( 1219 mm ) O.C. LEDGER BOLTS ( SEE TABLE A - 21 - D ) 4 ( 102 mm ) -10d ( MIN . ) STRAP TO EACH BLOCK SHEET METAL ANCHOR STRAP AT 48 IN . ( 1219 mm ) O.C. ...
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