Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 220
... span of horizontal load - bearing members shall be taken as the clear horizontal distance between supports . ( b ) ... span of rafters within allowable limitations and shall be sup- ported by struts from bearing walls or partitions . The ...
... span of horizontal load - bearing members shall be taken as the clear horizontal distance between supports . ( b ) ... span of rafters within allowable limitations and shall be sup- ported by struts from bearing walls or partitions . The ...
Page 222
... SPANS FOR CEILING JOISTS USING NONSTRESS - GRADED LUMBER ' MAXIMUM ALLOWABLE SPAN ( Feet and Inches ) Size of Spacing of Ceiling Ceiling Joists Joists ( Inches ) ( Inches ) GROUP I GROUP II GROUP III GROUP IV2 12 11-6 11-0 9-6 5-6 2 x 4 ...
... SPANS FOR CEILING JOISTS USING NONSTRESS - GRADED LUMBER ' MAXIMUM ALLOWABLE SPAN ( Feet and Inches ) Size of Spacing of Ceiling Ceiling Joists Joists ( Inches ) ( Inches ) GROUP I GROUP II GROUP III GROUP IV2 12 11-6 11-0 9-6 5-6 2 x 4 ...
Page 250
... spans with full live load on two adjacent spans and with full live load on alternate spans . 2. Span length . The span length , " P " , of members that are not built integrally with their supports shall be considered the clear span plus ...
... spans with full live load on two adjacent spans and with full live load on alternate spans . 2. Span length . The span length , " P " , of members that are not built integrally with their supports shall be considered the clear span plus ...
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