Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-106
... pipe . 1906.3.6.3 They have a nominal inside diameter not over 2 inches ( 51 mm ) and are spaced not less than three diameters on centers . 1906.3.7 Pipes and fittings shall be designed to resist effects of the material , pressure and ...
... pipe . 1906.3.6.3 They have a nominal inside diameter not over 2 inches ( 51 mm ) and are spaced not less than three diameters on centers . 1906.3.7 Pipes and fittings shall be designed to resist effects of the material , pressure and ...
Page 2-200
... Pipe up to 0.999 42 -T6 Pipe over 0.999 38 222222222 22232233 3 0 24 24 31 34 39 29 21 21 18 16 14 14 28 34 35 19 19 12 26 29 26 26 19 31 29 36 41 35 35 35 35 35 35 35 22886 2 227 2283320 33 3 3 300 21 21 32 37 24 18 18 17 16 21 15 15 ...
... Pipe up to 0.999 42 -T6 Pipe over 0.999 38 222222222 22232233 3 0 24 24 31 34 39 29 21 21 18 16 14 14 28 34 35 19 19 12 26 29 26 26 19 31 29 36 41 35 35 35 35 35 35 35 22886 2 227 2283320 33 3 3 300 21 21 32 37 24 18 18 17 16 21 15 15 ...
Page 2-211
... Pipes and conduits embedded in masonry . Pipes or conduit shall not be embedded in any masonry in a manner that will ... pipe or conduit may pass vertically or horizontally through any masonry by means of a sleeve at least large enough ...
... Pipes and conduits embedded in masonry . Pipes or conduit shall not be embedded in any masonry in a manner that will ... pipe or conduit may pass vertically or horizontally through any masonry by means of a sleeve at least large enough ...
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