Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 182
... PARALLEL OR PERPENDICULAR TO WIDE FACE OF LAMINATIONS COMBINATION EFCH G Н COMPRESSION PARALLEL TO GRAIN " c " TENSION PARALLEL TO GRAIN " " AND EXTREME FIBER IN BENDING " f " WHEN LOADED PARALLEL OR PERPENDICULAR TO WIDE FACE OF ...
... PARALLEL OR PERPENDICULAR TO WIDE FACE OF LAMINATIONS COMBINATION EFCH G Н COMPRESSION PARALLEL TO GRAIN " c " TENSION PARALLEL TO GRAIN " " AND EXTREME FIBER IN BENDING " f " WHEN LOADED PARALLEL OR PERPENDICULAR TO WIDE FACE OF ...
Page 186
... PARALLEL TO GRAIN COMPRESSION PARALLEL TO GRAIN HORIZONTAL SHEAR COMPRESSION PERPENDICULAR TO GRAIN " f " " * " " c " " H " " c1 " A 2200 20003 2200 125 325 B 2200 20003 2000 125 325 C 2200 2000 2000 125 325 WET CONDITIONS OF USE2 16003 ...
... PARALLEL TO GRAIN COMPRESSION PARALLEL TO GRAIN HORIZONTAL SHEAR COMPRESSION PERPENDICULAR TO GRAIN " f " " * " " c " " H " " c1 " A 2200 20003 2200 125 325 B 2200 20003 2000 125 325 C 2200 2000 2000 125 325 WET CONDITIONS OF USE2 16003 ...
Page 190
... parallel to grain Compression parallel to grain 3For fewer than nine laminations add one No. 1 lamination to each outer zone . " Where fewer laminations are required a combination with a higher allowable stress can be selected . A 1:10 ...
... parallel to grain Compression parallel to grain 3For fewer than nine laminations add one No. 1 lamination to each outer zone . " Where fewer laminations are required a combination with a higher allowable stress can be selected . A 1:10 ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength