Uniform Building Code Standards |
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Page 225
... Zone® Percent / Slope of Grain Each Zone9 Outer Tension Inner Tension Zone - 16F - V1 4 lams to 10 % / L2 / DF L3 ... Core 6 Inner Comp . Zone Outer Comp . Zone Tension Inner Tension Inner Outer Comp . Comp . Zone Zone Core Zone Zone 7 8 ...
... Zone® Percent / Slope of Grain Each Zone9 Outer Tension Inner Tension Zone - 16F - V1 4 lams to 10 % / L2 / DF L3 ... Core 6 Inner Comp . Zone Outer Comp . Zone Tension Inner Tension Inner Outer Comp . Comp . Zone Zone Core Zone Zone 7 8 ...
Page 244
... Zone Zone 1 2 3 5 Core 6 Zone Inner Comp . Outer Comp . Zone 8 Outer Tension Zone 9 Inner Tension Zone Core 10 Inner Outer Comp . Comp . Zone Zone 11 12 13 The following are balanced combinations intended for members continuous or ...
... Zone Zone 1 2 3 5 Core 6 Zone Inner Comp . Outer Comp . Zone 8 Outer Tension Zone 9 Inner Tension Zone Core 10 Inner Outer Comp . Comp . Zone Zone 11 12 13 The following are balanced combinations intended for members continuous or ...
Page 252
... Zone 4 5 Core 6 Inner Comp . Zone Outer Comp . Zone Tension Inner Tension Inner Outer Comp . Comp . Zone Zone Core Zone Zone 7 8 9 10 11 12 13 16F - E1 4 lams to < 12 in . N2M / SP The following combination is not balanced and is for ...
... Zone 4 5 Core 6 Inner Comp . Zone Outer Comp . Zone Tension Inner Tension Inner Outer Comp . Comp . Zone Zone Core Zone Zone 7 8 9 10 11 12 13 16F - E1 4 lams to < 12 in . N2M / SP The following combination is not balanced and is for ...
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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