Uniform Building Code Standards |
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Page 310
... Group II , 10 diameters for Group III and 11 diameters for Group IV . For 2 % -inch shear plates , the full allowable load may be used when the minimum penetration is four diameters for Group I woods , five diameters for Group II ...
... Group II , 10 diameters for Group III and 11 diameters for Group IV . For 2 % -inch shear plates , the full allowable load may be used when the minimum penetration is four diameters for Group I woods , five diameters for Group II ...
Page 353
... GROUP I GROUP II GROUP III GROUP IV 310 3/8. Thickness of Side Member ( inches ) Length of Lag Bolt ( inches ) Total Lateral Load per Bolt Shank Lag Bolt in Single Shear ( pounds ) ( inches ) Parallel Perpendicular Parallel to Grain to ...
... GROUP I GROUP II GROUP III GROUP IV 310 3/8. Thickness of Side Member ( inches ) Length of Lag Bolt ( inches ) Total Lateral Load per Bolt Shank Lag Bolt in Single Shear ( pounds ) ( inches ) Parallel Perpendicular Parallel to Grain to ...
Page 1051
... Group 3 Occupancies shall be hydraulically designed . ) Ordinary Hazard Group 3 Occupancies include uses such as : Exhibition halls Feed mills Paper and pulp mills Paper processing plants Piers and wharves Repair garages Tire ...
... Group 3 Occupancies shall be hydraulically designed . ) Ordinary Hazard Group 3 Occupancies include uses such as : Exhibition halls Feed mills Paper and pulp mills Paper processing plants Piers and wharves Repair garages Tire ...
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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