Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-100
... Wire , Deformed , for Concrete Reinforcement . For deformed wire for concrete reinforcement , see ASTM A 496 , except that wire shall not be smaller than size D4 , and for wire with a specified yield strength fy exceeding 60,000 psi ...
... Wire , Deformed , for Concrete Reinforcement . For deformed wire for concrete reinforcement , see ASTM A 496 , except that wire shall not be smaller than size D4 , and for wire with a specified yield strength fy exceeding 60,000 psi ...
Page 2-133
... Wire Fabric in Tension . 1912.7.1 Development length la , in inches ( mm ) , of welded de- formed wire fabric measured from the point of critical section to the end of wire shall be computed as the product of the develop- ment length la ...
... Wire Fabric in Tension . 1912.7.1 Development length la , in inches ( mm ) , of welded de- formed wire fabric measured from the point of critical section to the end of wire shall be computed as the product of the develop- ment length la ...
Page 2-136
... wire fabric measured between the ends of each fabric sheet shall not be less than 1.3 or 8 inches ( 203 mm ) , and ... wire fabric , with no cross wires within the lap splice length , shall be determined as for deformed wire . 1912.18.3 ...
... wire fabric measured between the ends of each fabric sheet shall not be less than 1.3 or 8 inches ( 203 mm ) , and ... wire fabric , with no cross wires within the lap splice length , shall be determined as for deformed wire . 1912.18.3 ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
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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