Uniform Building Code Standards |
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Page 39
... assembly is to be conditioned to a constant weight at a temperature of 70 ° F . ± 5 ° F . and at a relative humidity of 35 to 40 percent . The assembly is to be placed across the ledges of the test chamber . A 20 - inch - wide by 1 ...
... assembly is to be conditioned to a constant weight at a temperature of 70 ° F . ± 5 ° F . and at a relative humidity of 35 to 40 percent . The assembly is to be placed across the ledges of the test chamber . A 20 - inch - wide by 1 ...
Page 1221
... assembly in their sleeves and the masonry opening shall be such that the lap of the mounting angles on the masonry is not less than 1 inch . The installation of the test fire damper assembly shall otherwise be made in accordance with ...
... assembly in their sleeves and the masonry opening shall be such that the lap of the mounting angles on the masonry is not less than 1 inch . The installation of the test fire damper assembly shall otherwise be made in accordance with ...
Page 1224
... assemblies for use in fire - resisting ceilings tested in the horizontal small scale furnace shall be in accordance with the following : 1. The fire damper assembly , or assemblies , in its frame shall remain in the ceiling opening ...
... assemblies for use in fire - resisting ceilings tested in the horizontal small scale furnace shall be in accordance with the following : 1. The fire damper assembly , or assemblies , in its frame shall remain in the ceiling opening ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
½ inch 16 inch accordance adhesive admixture aggregate allowable load applied ASTM average axis base metal beam bending bolt BUILDING CODE STANDARD building official butt butt joints cement combination compression compression members concrete conform connectors cross section depth determined diameter dimensions distance Douglas fir E-rated edge electrode exceed feet fillet welds flange grade groove welds holes horizontal joists knots laminations lams length less limited lumber material maximum medium minimum modulus modulus of elasticity moisture content nominal panel parallel percent permitted perpendicular piece pine pitch plate plywood portland cement pounds per square pozzolan procedure qualification ratio requirements sample shear shear stress slope of grain spacing specified splice square inch stiffeners structural stud submerged arc welding surface Table temperature tensile tensile strength tension test specimens thickness Type U.B.C. Standard Uniform Building Code values weight wide face width wire yield strength Zone