Uniform Building Code Standards |
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Page 317
... given in Table No. 25-17 - K . These loads apply only where the depth of penetration into the member holding the ... given in paragraph 1 of this subsection may be increased 25 percent . ( b ) End Grain . The allowable load in lateral ...
... given in Table No. 25-17 - K . These loads apply only where the depth of penetration into the member holding the ... given in paragraph 1 of this subsection may be increased 25 percent . ( b ) End Grain . The allowable load in lateral ...
Page 319
... given in this standard . ( b ) Number of Lag Screws . Loads given are for one lag screw either in withdrawal or in lateral resistance in single shear in a two - member joint . Loads for more than one lag screw , each of the same or ...
... given in this standard . ( b ) Number of Lag Screws . Loads given are for one lag screw either in withdrawal or in lateral resistance in single shear in a two - member joint . Loads for more than one lag screw , each of the same or ...
Page 534
... given test or a given age of test , including tests of freshly mixed concrete , before or during the test , or both , whichever is appropriate . Discard any specimen found to be manifestly faulty by such examination without testing ...
... given test or a given age of test , including tests of freshly mixed concrete , before or during the test , or both , whichever is appropriate . Discard any specimen found to be manifestly faulty by such examination without testing ...
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