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 2-218
... maximum F1 = 0.083 √f'm , 345 kPa maximum EXCEPTION : For a distance of 1 / 16th the clear span beyond the point of inflection , the maximum stress shall be 20 psi ( 138 kPa ) . 2107.3.7 Allowable shear stress in shear walls . The ...
... maximum F1 = 0.083 √f'm , 345 kPa maximum EXCEPTION : For a distance of 1 / 16th the clear span beyond the point of inflection , the maximum stress shall be 20 psi ( 138 kPa ) . 2107.3.7 Allowable shear stress in shear walls . The ...
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 ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 22 |
Review the building for conformity with the occupancy requirements in Sections 303 through 312 | 2-10 |
Review the building for conformity with structural engineering regulations and requirements for materials of construction See Chap | 2-23 |
Copyright | |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design anchor applied ASTM axial load bars beam bending bolts braced building official calculated column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection design strength determined diameter diaphragm distance edge effective elements exceed factored flange flexural members foot Formula frame grout horizontal joints joists kN/m² less live load load combinations longitudinal lumber masonry materials maximum ment minimum mm² modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted piles plate plywood pounds per square precast ratio requirements of Section resist 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 studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength