Uniform Building Code Standards |
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Page 21
... inner tube . The outer tube rests on a refractory bottom and the inner tube rests on three spacer blocks so as to afford a total opening under the inner tube equal to or greater than that of the annular space . The refractory bottom ...
... inner tube . The outer tube rests on a refractory bottom and the inner tube rests on three spacer blocks so as to afford a total opening under the inner tube equal to or greater than that of the annular space . The refractory bottom ...
Page 175
... inner plies shall be full width and length , except that one edge or end void not exceeding 8 inch in depth or 8 ... inner plies are specified , inner plies shall be of C - Plugged veneer and gaps between adjacent pieces of inner plies ...
... inner plies shall be full width and length , except that one edge or end void not exceeding 8 inch in depth or 8 ... inner plies are specified , inner plies shall be of C - Plugged veneer and gaps between adjacent pieces of inner plies ...
Page 264
... Inner Inner Outer Outer Tension Inner Tension Zone Inner Comp . Outer Comp . Tension Zone 4 Core 6 Zone B - 16F - V1 4 lams to < 12 in . 302-20 30 % / L2 / CR 5 The following combination is for all conditions of use L5 / CR 7 Zone 8 ...
... Inner Inner Outer Outer Tension Inner Tension Zone Inner Comp . Outer Comp . Tension Zone 4 Core 6 Zone B - 16F - V1 4 lams to < 12 in . 302-20 30 % / L2 / CR 5 The following combination is for all conditions of use L5 / CR 7 Zone 8 ...
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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