Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
From inside the book
Results 1-3 of 80
Page 2-12
... ( Table 16 - L ) and horizon- tal irregularities of Type 1 ( Table 16 - M ) . 2. Structures having any of the features listed in Table 16 - L shall be designated as if having a vertical irregularity . EXCEPTION : Where no story drift ...
... ( Table 16 - L ) and horizon- tal irregularities of Type 1 ( Table 16 - M ) . 2. Structures having any of the features listed in Table 16 - L shall be designated as if having a vertical irregularity . EXCEPTION : Where no story drift ...
Page 2-27
... table . The maximum reduction R shall not exceed the value indicated in the table . 3A flat roof is any roof with a slope of less than 1/4 unit vertical in 12 units horizontal ( 2 % slope ) . The live load for flat roofs is in addition ...
... table . The maximum reduction R shall not exceed the value indicated in the table . 3A flat roof is any roof with a slope of less than 1/4 unit vertical in 12 units horizontal ( 2 % slope ) . The live load for flat roofs is in addition ...
Page 2-180
International Conference of Building Officials. TABLE 19 - C - 1 TYPE OF MEMBER TABLE 19 - A - 5 - MAXIMUM CHLORIDE ION CONTENT FOR CORROSION PROTECTION REINFORCEMENT MAXIMUM WATER - SOLUBLE CHLORIDE ION ( CI ) IN CONCRETE , PERCENTAGE ...
International Conference of Building Officials. TABLE 19 - C - 1 TYPE OF MEMBER TABLE 19 - A - 5 - MAXIMUM CHLORIDE ION CONTENT FOR CORROSION PROTECTION REINFORCEMENT MAXIMUM WATER - SOLUBLE CHLORIDE ION ( CI ) IN CONCRETE , PERCENTAGE ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
Copyright | |
13 other sections not shown
Other editions - View all
Common terms and phrases
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