Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-227
... joists . Blocking shall be provided between joists at each strap anchor . 2. Steel floor joists shall be anchored to masonry walls with No. 3 bars , or their equivalent , spaced not more than 6 feet ( 1829 mm ) on center . Where joists ...
... joists . Blocking shall be provided between joists at each strap anchor . 2. Steel floor joists shall be anchored to masonry walls with No. 3 bars , or their equivalent , spaced not more than 6 feet ( 1829 mm ) on center . Where joists ...
Page 2-282
... joists to plate , toenail 16. Continuous header to stud , toenail 17. Ceiling joists , laps over partitions , face nail 18. Ceiling joists to parallel rafters , face nail 19. Rafter to plate , toenail 20. 1 " ( 25 mm ) brace to each ...
... joists to plate , toenail 16. Continuous header to stud , toenail 17. Ceiling joists , laps over partitions , face nail 18. Ceiling joists to parallel rafters , face nail 19. Rafter to plate , toenail 20. 1 " ( 25 mm ) brace to each ...
Page 2-455
... JOIST HANGER WOOD LEDGER BOLTED TO WALL ( a ) FLOOR JOISTS PERPENDICULAR TO WALL JOIST HANGER SUPPORTS VERTICAL STEEL BOND BEAM OR CHORD REINFORCING JOINT REINFORCING JOINT REINFORCING BOND BEAM REINFORCEMENT BOUNDARY NAILING END JOIST ...
... JOIST HANGER WOOD LEDGER BOLTED TO WALL ( a ) FLOOR JOISTS PERPENDICULAR TO WALL JOIST HANGER SUPPORTS VERTICAL STEEL BOND BEAM OR CHORD REINFORCING JOINT REINFORCING JOINT REINFORCING BOND BEAM REINFORCEMENT BOUNDARY NAILING END JOIST ...
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