Uniform Building Code Standards |
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Page 870
... connections closest to the load or reaction , P , is Ts = Pm / 2g , kips . . . . ( 27-10-37 ) The maximum spacing of connections Slim shall depend upon the intensity of the load directly at the connection . If uniform spacing of connections ...
... connections closest to the load or reaction , P , is Ts = Pm / 2g , kips . . . . ( 27-10-37 ) The maximum spacing of connections Slim shall depend upon the intensity of the load directly at the connection . If uniform spacing of connections ...
Page 879
... Connections and Bearing Plates Sec . 27.1106 . ( a ) Connections . Adequate strength of connections to withstand calculated resultant forces and moments , and adequate rigidity where such is re- quired , shall be demonstrated by ...
... Connections and Bearing Plates Sec . 27.1106 . ( a ) Connections . Adequate strength of connections to withstand calculated resultant forces and moments , and adequate rigidity where such is re- quired , shall be demonstrated by ...
Page 1126
... Connections Sec . 43.607 . ( a ) General . A detector shall be provided with wiring terminals or leads for connection of conductors of at least the size corresponding to the electrical rating of the detector . Duplicate terminals or ...
... Connections Sec . 43.607 . ( a ) General . A detector shall be provided with wiring terminals or leads for connection of conductors of at least the size corresponding to the electrical rating of the detector . Duplicate terminals or ...
Other editions - View all
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