Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-135
... least 125 per- cent of specified yield strength , fy , of the bar . 1912.14.3.4 A full mechanical connection shall develop in ten- sion or compression , as required , at least 125 percent of specified yield strength fy of the bar ...
... least 125 per- cent of specified yield strength , fy , of the bar . 1912.14.3.4 A full mechanical connection shall develop in ten- sion or compression , as required , at least 125 percent of specified yield strength fy of the bar ...
Page 2-214
... least one third of the required positive moment reinforce- ment in simple beams or at the freely supported end of continuous beams shall extend along the same face of the beam into the sup- port at least 6 inches ( 153 mm ) . At least ...
... least one third of the required positive moment reinforce- ment in simple beams or at the freely supported end of continuous beams shall extend along the same face of the beam into the sup- port at least 6 inches ( 153 mm ) . At least ...
Page 2-227
... least No. 9 gage and shall extend at least 30 inches ( 762 mm ) in each direction at the inter- section . 4. Interior nonbearing walls may be anchored at their intersec- tion , at vertical spacing of not more than 16 inches ( 406 mm ) ...
... least No. 9 gage and shall extend at least 30 inches ( 762 mm ) in each direction at the inter- section . 4. Interior nonbearing walls may be anchored at their intersec- tion , at vertical spacing of not more than 16 inches ( 406 mm ) ...
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