Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 175
... face dimension . H = 90 when length of split is equal to the nominal narrow face dimension . H = 70 when length of split is equal to one and one- half times the nominal narrow face dimension . NOTE : Values for lengths of splits other ...
... face dimension . H = 90 when length of split is equal to the nominal narrow face dimension . H = 70 when length of split is equal to one and one- half times the nominal narrow face dimension . NOTE : Values for lengths of splits other ...
Page 177
... face grain use % ) Compression Parallel or perpendicular to face 1 1650 1550 1550 grain 2,3 1200 1100 1100 ( at 45 ° to face grain use 3 ) 4 1000 950 950 1 340 Bearing ( on face ) 2 , 3 220 4 160 ( at 45 ° increase 100 per cent ) ...
... face grain use % ) Compression Parallel or perpendicular to face 1 1650 1550 1550 grain 2,3 1200 1100 1100 ( at 45 ° to face grain use 3 ) 4 1000 950 950 1 340 Bearing ( on face ) 2 , 3 220 4 160 ( at 45 ° increase 100 per cent ) ...
Page 333
... face of columns , and the positive moment capacity at such locations shall be not less than 50 per cent of the negative moment capacity provided . A minimum of one - fourth of the larger amount of the negative reinforcement required at ...
... face of columns , and the positive moment capacity at such locations shall be not less than 50 per cent of the negative moment capacity provided . A minimum of one - fourth of the larger amount of the negative reinforcement required at ...
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