Uniform Building Code |
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Page 261
... face 1 x narrow face 2.00 1.67 1.33 11⁄2 x narrow face or more ( Continued ) FOOTNOTES FOR TABLE NO . 25 - A - 1-. ' The tabulated horizontal shear values shown herein are based on the conservative assumption of the most severe checks ...
... face 1 x narrow face 2.00 1.67 1.33 11⁄2 x narrow face or more ( Continued ) FOOTNOTES FOR TABLE NO . 25 - A - 1-. ' The tabulated horizontal shear values shown herein are based on the conservative assumption of the most severe checks ...
Page 265
... FACE PLY Wet ' Dry ' Wet ' Dry ' Dry ' Parallel or perpendicular to face grain ( at 45 ° to face grain use 1/3 F ) 3. Shear in plane perpendicular to plies 1 205 250 205 250 210 Parallel or perpendicular to face grain 2,3 ( at 45 ° to face ...
... FACE PLY Wet ' Dry ' Wet ' Dry ' Dry ' Parallel or perpendicular to face grain ( at 45 ° to face grain use 1/3 F ) 3. Shear in plane perpendicular to plies 1 205 250 205 250 210 Parallel or perpendicular to face grain 2,3 ( at 45 ° to face ...
Page 284
... face nail Wider than 1 " x 6 " subfloor to each joist , face nail 2 " subfloor to joist or girder , blind and face nail Sole plate to joist or blocking , face nail Top plate to stud , end nail Stud to sole plate , toe nail Doubled studs , ...
... face nail Wider than 1 " x 6 " subfloor to each joist , face nail 2 " subfloor to joist or girder , blind and face nail Sole plate to joist or blocking , face nail Top plate to stud , end nail Stud to sole plate , toe nail Doubled studs , ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved bars beam bending bolts Building Official building or structure ceiling Code column compression compression members concrete conform dead load diameter diaphragms Division 1 Occupancies enclosure exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural floor area frame gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum MODULUS OF ELASTICITY mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plastic plywood portland cement pounds per square prestressing protected reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section square feet square inch stairway steel strength studs surface Table tension tests thickness tion U.B.C. Standard values ventilation vertical water closet welds width wire wood yield strength