Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 195
... depth of the member shall be assumed as its actual depth less the distance from the unloaded edge to the nearest edge of the nearest connector . Where bolts alone are used , the distance from the unloaded edge to the center of the ...
... depth of the member shall be assumed as its actual depth less the distance from the unloaded edge to the nearest edge of the nearest connector . Where bolts alone are used , the distance from the unloaded edge to the center of the ...
Page 206
... depth may be spiked to- gether with not less than 16d spikes at twelve - inch ( 12 ′′ ) centers , staggered . Unless so spiked , or if the depth of beam is more than ten inches ( 10 ′′ ) , the laminations shall be con- nected together ...
... depth may be spiked to- gether with not less than 16d spikes at twelve - inch ( 12 ′′ ) centers , staggered . Unless so spiked , or if the depth of beam is more than ten inches ( 10 ′′ ) , the laminations shall be con- nected together ...
Page 211
... depth . The allowable unit flexural stresses in rectangular shaped beams over twelve inches ( 12 ′′ ) in depth shall not exceed the value established by multiplying such stress by the depth factor as determined in the following formula ...
... depth . The allowable unit flexural stresses in rectangular shaped beams over twelve inches ( 12 ′′ ) in depth shall not exceed the value established by multiplying such stress by the depth factor as determined in the following formula ...
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