Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 149
... stress , determined from total axial load and effective area . Axial unit stress permitted by this Code at the point under consideration , if member were carry- ing axial load only , including any increase in stress allowed by this ...
... stress , determined from total axial load and effective area . Axial unit stress permitted by this Code at the point under consideration , if member were carry- ing axial load only , including any increase in stress allowed by this ...
Page 315
... Stress at Base of Column . The stress in the longitudinal reinforcement of a column or pedestal shall be transferred to its supporting pedestal or footing either by extending the longitudinal bars into the supporting member , or by ...
... Stress at Base of Column . The stress in the longitudinal reinforcement of a column or pedestal shall be transferred to its supporting pedestal or footing either by extending the longitudinal bars into the supporting member , or by ...
Page 351
... stress . However , the computed compressive stress , taken alone , shall not exceed the value permitted by Formula ( 4 ) and Formula ( 5 ) . ( c ) Shear and Tension . Rivets and bolts subject to com- bined shear and tension shall be so ...
... stress . However , the computed compressive stress , taken alone , shall not exceed the value permitted by Formula ( 4 ) and Formula ( 5 ) . ( c ) Shear and Tension . Rivets and bolts subject to com- bined shear and tension shall be so ...
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