Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 352
... width of plates shall be taken from the free edge to the first row of rivets , bolts or welds ; the width of legs of angles , channels and zees , and of the stems of tees , shall be taken as the full nominal dimension ; the width of ...
... width of plates shall be taken from the free edge to the first row of rivets , bolts or welds ; the width of legs of angles , channels and zees , and of the stems of tees , shall be taken as the full nominal dimension ; the width of ...
Page 412
... width of the exitway is not less than twenty - eight inches ( 28 " ) . In computing the exit width required by Section 3302 ( b ) , the net dimension of the exit- way shall be used . ( e ) Door Leaf Width . No leaf of an exit door shall ...
... width of the exitway is not less than twenty - eight inches ( 28 " ) . In computing the exit width required by Section 3302 ( b ) , the net dimension of the exit- way shall be used . ( e ) Door Leaf Width . No leaf of an exit door shall ...
Page 422
... width of sixty - six inches ( 66 ′′ ) . ( e ) Cross Aisles . Aisles shall terminate in a cross aisle , foyer , or exit . The width of the cross aisle shall be not less than the sum of the required width of the widest aisle plus 50 per ...
... width of sixty - six inches ( 66 ′′ ) . ( e ) Cross Aisles . Aisles shall terminate in a cross aisle , foyer , or exit . The width of the cross aisle shall be not less than the sum of the required width of the widest aisle plus 50 per ...
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