Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-217
... maximum EXCEPTION : For a distance of 1/16 the clear span beyond the point of inflection , the maximum stress shall be 20 psi ( 140 kPa ) . Where shear reinforcement designed to take entire shear force is provided , the allowable shear ...
... maximum EXCEPTION : For a distance of 1/16 the clear span beyond the point of inflection , the maximum stress shall be 20 psi ( 140 kPa ) . Where shear reinforcement designed to take entire shear force is provided , the allowable shear ...
Page 2-406
... maximum displacement , DM . e = the actual eccentricity , in feet ( mm ) , measured in plan between the center of mass of the structure above the isolation interface and the center of rigidity of the isolation system , plus accidental ...
... maximum displacement , DM . e = the actual eccentricity , in feet ( mm ) , measured in plan between the center of mass of the structure above the isolation interface and the center of rigidity of the isolation system , plus accidental ...
Page 2-410
... maximum displacement of each floor and the total design displacement and total maximum dis- placement across the isolation system shall be calculated using a model of the isolated structure that incorporates the force - deflec- tion ...
... maximum displacement of each floor and the total design displacement and total maximum dis- placement across the isolation system shall be calculated using a model of the isolated structure that incorporates the force - deflec- tion ...
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