Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-31
... Vertical geometric irregularity Vertical geometric irregularity shall be considered to exist where the horizontal dimension of the lateral- force - resisting system in any story is more than 130 percent of that in an adjacent story ...
... Vertical geometric irregularity Vertical geometric irregularity shall be considered to exist where the horizontal dimension of the lateral- force - resisting system in any story is more than 130 percent of that in an adjacent story ...
Page 2-141
... vertical distance between supports , inches ( mm ) . = cracking moment 5 √ƒ'Ig / y , ( For SI : 0.42 √f'.Ig / y ) ... vertical and horizontal reinforcement shall be in accordance with Sections 1914.3.2 and 1914.3.3 unless a greater ...
... vertical distance between supports , inches ( mm ) . = cracking moment 5 √ƒ'Ig / y , ( For SI : 0.42 √f'.Ig / y ) ... vertical and horizontal reinforcement shall be in accordance with Sections 1914.3.2 and 1914.3.3 unless a greater ...
Page 2-413
... vertical load . Isolator units that carry vertical load shall be statically tested for the maxi- mum and minimum vertical load , at the total maximum displace- ment . In these tests , the combined vertical loads of 1.2D + 1.0L + Elmax ...
... vertical load . Isolator units that carry vertical load shall be statically tested for the maxi- mum and minimum vertical load , at the total maximum displace- ment . In these tests , the combined vertical loads of 1.2D + 1.0L + Elmax ...
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