Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 200
... values of box wire nails shall not exceed 75 per cent of the values for common wire nails . The safe lateral strength values may be increased 25 per cent where metal side plates are used . 2For wood diaphragm calculations these values ...
... values of box wire nails shall not exceed 75 per cent of the values for common wire nails . The safe lateral strength values may be increased 25 per cent where metal side plates are used . 2For wood diaphragm calculations these values ...
Page 261
... values for lightweight aggregate concrete see Section 2612 ( i ) . 2For earthquake resisting shear walls these values must be modified in accordance with Section 2632 . For valucs between " H / D " of 1.0 and 2.7 , the allowable shear ...
... values for lightweight aggregate concrete see Section 2612 ( i ) . 2For earthquake resisting shear walls these values must be modified in accordance with Section 2632 . For valucs between " H / D " of 1.0 and 2.7 , the allowable shear ...
Page 382
... VALUES ( Pounds per Square Foot ) 400 8000 200 2500 Clay Loam 100 1500 of silt ( Water stands during wet sea- son ) ' Isolated poles , such as flagpoles , or signs , may be designed using lateral bearing values equal to two times ...
... VALUES ( Pounds per Square Foot ) 400 8000 200 2500 Clay Loam 100 1500 of silt ( Water stands during wet sea- son ) ' Isolated poles , such as flagpoles , or signs , may be designed using lateral bearing values equal to two times ...
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