Uniform Building Code Standards |
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Page 998
... located 3 inches above the horizontal joint in the test deck . They are to be secured to the deck by a No. 18 B. & S. gage soft iron wire . The second brand is not to be applied until all burning resulting from the first brand has ...
... located 3 inches above the horizontal joint in the test deck . They are to be secured to the deck by a No. 18 B. & S. gage soft iron wire . The second brand is not to be applied until all burning resulting from the first brand has ...
Page 1065
... located such that not less than 12 inches of the specimen width can be observed . Multiple windows shall be located along the tunnel so that the entire length of the test sample may be observed from outside the fire chamber . The ledges ...
... located such that not less than 12 inches of the specimen width can be observed . Multiple windows shall be located along the tunnel so that the entire length of the test sample may be observed from outside the fire chamber . The ledges ...
Page 1080
... located at the discretion of the testing agency to obtain representative information on the performance of the construction under tests . None of the thermocouples shall be located nearer to the edges of the test specimen than one and ...
... located at the discretion of the testing agency to obtain representative information on the performance of the construction under tests . None of the thermocouples shall be located nearer to the edges of the test specimen than one and ...
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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