Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 176
... grain parallel or perpendicular 2,3 1400. EXTREME FIBER MODULUS COMPRES- SION PARALLEL IN BENDING " f " 2 ( In p.s.i. ) OF TO GRAIN Western ELASTICITY " E " " T " AND Douglas Hemlock Pon- Engel- " C " Fir and and derosa mann Douglas Fir ...
... grain parallel or perpendicular 2,3 1400. EXTREME FIBER MODULUS COMPRES- SION PARALLEL IN BENDING " f " 2 ( In p.s.i. ) OF TO GRAIN Western ELASTICITY " E " " T " AND Douglas Hemlock Pon- Engel- " C " Fir and and derosa mann Douglas Fir ...
Page 185
... GRAIN COMPRESSION PARALLEL TO GRAIN PERMITTED KNOT TO NUMBER OF LAMINATIONS FINISHED Stress Steepest Steepest Stress Steepest Steepest Stress Steepest WIDTH OF Module Grain Slope Scarf Slope Module Grain Stope Scarf Slope Module Grain ...
... GRAIN COMPRESSION PARALLEL TO GRAIN PERMITTED KNOT TO NUMBER OF LAMINATIONS FINISHED Stress Steepest Steepest Stress Steepest Steepest Stress Steepest WIDTH OF Module Grain Slope Scarf Slope Module Grain Stope Scarf Slope Module Grain ...
Page 190
... GRAIN " ' * " 2 COMPRESSION PARALLEL TO GRAIN " C " 2 HORIZONTAL SHEAR " H " COMPRESSION PERPENDICULAR TO GRAIN " q " 2000 1500 260 14 to 21 2000 1400 300 2000 1400 300 2100 1400 300 1900 260 2000 300 1900 260 1900 260 175 300 260 260 ...
... GRAIN " ' * " 2 COMPRESSION PARALLEL TO GRAIN " C " 2 HORIZONTAL SHEAR " H " COMPRESSION PERPENDICULAR TO GRAIN " q " 2000 1500 260 14 to 21 2000 1400 300 2000 1400 300 2100 1400 300 1900 260 2000 300 1900 260 1900 260 175 300 260 260 ...
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