Uniform Building Code Standards |
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Page 250
... Zone Inner Tension Zone Core Inner Comp . Zone Outer Comp . Tension Tension Comp . Comp . Zone Zone Zone Core Zone Zone 16F - V8 4 lams to 4 5 % / L1 / DFS 5 6 10 % / L2 / DFS L3 / DFS 7 8 9 10 11 12 13 - 10 % / L2 / DFS 12 in . to 15 ...
... Zone Inner Tension Zone Core Inner Comp . Zone Outer Comp . Tension Tension Comp . Comp . Zone Zone Zone Core Zone Zone 16F - V8 4 lams to 4 5 % / L1 / DFS 5 6 10 % / L2 / DFS L3 / DFS 7 8 9 10 11 12 13 - 10 % / L2 / DFS 12 in . to 15 ...
Page 264
... Zone Zone 5 Core 6 1 Zone 7 The following balanced combinations are intended for members continuous or cantilevered over supports and provide equal capacity in both positive and negative bending ( Footnote 3 applies both top and bottom ...
... Zone Zone 5 Core 6 1 Zone 7 The following balanced combinations are intended for members continuous or cantilevered over supports and provide equal capacity in both positive and negative bending ( Footnote 3 applies both top and bottom ...
Page 278
... Zone Zone 4 5 Core 6 Inner Comp . Zone Outer Comp . Zone Outer Tension Inner Tension Inner Outer Comp . Comp . Zone Zone Core Zone Zone 7 8 9 10 11 12 13 12 in . to 15 in . > 15 in . 302-22 10 % / % - 2.0E / SP N2M / SP 10 % / 2-1.8E ...
... Zone Zone 4 5 Core 6 Inner Comp . Zone Outer Comp . Zone Outer Tension Inner Tension Inner Outer Comp . Comp . Zone Zone Core Zone Zone 7 8 9 10 11 12 13 12 in . to 15 in . > 15 in . 302-22 10 % / % - 2.0E / SP N2M / SP 10 % / 2-1.8E ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
½ inch accordance adhesive admixture aggregate allowable load applied average axis beam bending bolt BUILDING CODE STANDARD cement characteristics coating combination compression members compressive strength concrete concrete masonry units conform connector cross section deck determined diameter dimensions Douglas fir E-rated edge end joints equivalent exceed feet fiber flange glue glued holes joists knots laminations lams length less lumber manufactured material maximum measured medium method minimum modulus of elasticity moisture content mortar nominal panel parallel percent permitted perpendicular piece pitch plate plywood portland cement pounds per square pozzolan procedures ratio requirements roof sample sapwood shakes shear shear strength sheet slope of grain spaced span specified splits square inch steel stiffeners stress Structural surface Table temperature tensile tensile strength tension laminations test specimens thickness Type U.B.C. Standard Uniform Building Code values veneer weight welds wide face wire wood failure yield strength Zone