Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-33
... duct supports if all the following conditions are satisfied : 11. Lateral motion of the piping or duct will not cause damaging impact with other systems . 11.2 The piping or duct is made of ductile material with ductile connections ...
... duct supports if all the following conditions are satisfied : 11. Lateral motion of the piping or duct will not cause damaging impact with other systems . 11.2 The piping or duct is made of ductile material with ductile connections ...
Page 2-107
... ducts shall be permitted if it is shown that concrete can be satisfactorily placed and if provi- sion is made to prevent the tendons , when tensioned , from break- ing through the duct . 1907.7 Concrete Protection for Reinforcement ...
... ducts shall be permitted if it is shown that concrete can be satisfactorily placed and if provi- sion is made to prevent the tendons , when tensioned , from break- ing through the duct . 1907.7 Concrete Protection for Reinforcement ...
Page 2-151
... Ducts . 1918.15.1 Ducts for grouted or unbonded tendons shall be mortar - tight and nonreactive with concrete , tendons or filler mate- rials . 1918.15.2 Ducts for grouted single wire , strand or bar tendons shall have an inside ...
... Ducts . 1918.15.1 Ducts for grouted or unbonded tendons shall be mortar - tight and nonreactive with concrete , tendons or filler mate- rials . 1918.15.2 Ducts for grouted single wire , strand or bar tendons shall have an inside ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
Copyright | |
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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