Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 348
... bearing plates Fb = 0.75Fy 5. Bearing ( on contact area ) . Milled surfaces including bearing stiffeners and pins in reamed , drilled or bored holes , pounds per square inch1 Fp = 0.90Fy Expansion rollers and rockers , pounds per linear ...
... bearing plates Fb = 0.75Fy 5. Bearing ( on contact area ) . Milled surfaces including bearing stiffeners and pins in reamed , drilled or bored holes , pounds per square inch1 Fp = 0.90Fy Expansion rollers and rockers , pounds per linear ...
Page 377
... Bearing plates , when required by design , shall be securely welded , bolted , or riveted to such floor and roof members , studs , or other supporting members . Bearing studs or other vertical bearing members shall rest on a sole or ...
... Bearing plates , when required by design , shall be securely welded , bolted , or riveted to such floor and roof members , studs , or other supporting members . Bearing studs or other vertical bearing members shall rest on a sole or ...
Page 380
... bearing capacity of the soil is not definitely known or is in question , the Building Official may require load tests or other adequate proof as to the per- missible safe bearing capacity at that particular location . To determine the ...
... bearing capacity of the soil is not definitely known or is in question , the Building Official may require load tests or other adequate proof as to the per- missible safe bearing capacity at that particular location . To determine the ...
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