Uniform Building Code Standards |
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Page 24
... supporting cables shall pass through sheaves in the gridiron and over to the counterweight guides and shall fasten ... supporting cables and , except for the stay chains at the ends of the curtain , all stay chains shall be centered ...
... supporting cables shall pass through sheaves in the gridiron and over to the counterweight guides and shall fasten ... supporting cables and , except for the stay chains at the ends of the curtain , all stay chains shall be centered ...
Page 884
... supporting floors and roofs shall be proportioned with due regard to the deflection produced by the design loads . Cables supporting floors and roofs shall be so proportioned that the maximum deflection under the combined action of ...
... supporting floors and roofs shall be proportioned with due regard to the deflection produced by the design loads . Cables supporting floors and roofs shall be so proportioned that the maximum deflection under the combined action of ...
Page 895
... supporting member in the flat position or for each single thickness of sheet steel to sheet steel to be arc seam welded in the horizontal position . Two test assemblies are required . In the case of sheet to supporting member , two ...
... supporting member in the flat position or for each single thickness of sheet steel to sheet steel to be arc seam welded in the horizontal position . Two test assemblies are required . In the case of sheet to supporting member , two ...
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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