Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 318
... surface is given by : Vh VQ Ib ' ( 25-1 ) 2. Shear transfer . Shear shall be transferred along the contact surface either by bond or by shear keys . The capacity of bond at ultimate load may be taken as 1.9 times the values recommended ...
... surface is given by : Vh VQ Ib ' ( 25-1 ) 2. Shear transfer . Shear shall be transferred along the contact surface either by bond or by shear keys . The capacity of bond at ultimate load may be taken as 1.9 times the values recommended ...
Page 514
... Surfaces shall be clean , free from efflorescence , sufficiently damp and rough to assure proper bond . If surface is insufficiently rough , ap- proved bonding agents or a portland cement dash bond coat mixed in the proportions of one ...
... Surfaces shall be clean , free from efflorescence , sufficiently damp and rough to assure proper bond . If surface is insufficiently rough , ap- proved bonding agents or a portland cement dash bond coat mixed in the proportions of one ...
Page 546
... surface or beneath surficial deposits of gravel , sand , or soil . CERTIFY OR CERTIFICATION shall mean the specific inspections and tests where required have been performed and that such tests comply with the applicable requirements of ...
... surface or beneath surficial deposits of gravel , sand , or soil . CERTIFY OR CERTIFICATION shall mean the specific inspections and tests where required have been performed and that such tests comply with the applicable requirements of ...
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