Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 110
... loads are involved , consideration may be limited to full dead load on all spans in combination with full live load on adjacent spans and on alternate spans . Where uniform roof loads are involved consideration may be limited to full dead ...
... loads are involved , consideration may be limited to full dead load on all spans in combination with full live load on adjacent spans and on alternate spans . Where uniform roof loads are involved consideration may be limited to full dead ...
Page 229
... Load Tests regulations are defined as follows : D = dead load . L = live load . = A = maximum deflection , produced by a test load , of a member relative to the ends of the span , or of the free end of a cantilever relative to its ...
... Load Tests regulations are defined as follows : D = dead load . L = live load . = A = maximum deflection , produced by a test load , of a member relative to the ends of the span , or of the free end of a cantilever relative to its ...
Page 386
... Loads . 1. Dynamic load tests . The allow- able axial load on a pile shall not exceed the value given by the following formulas unless such load is otherwise deter- mined as specified in Section 2805 . Allowable Axial Load = R / 4 for ...
... Loads . 1. Dynamic load tests . The allow- able axial load on a pile shall not exceed the value given by the following formulas unless such load is otherwise deter- mined as specified in Section 2805 . Allowable Axial Load = R / 4 for ...
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