Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 287
... load shall be designed for the eccentricity , “ e ” , corresponding to the maximum moment which can accom- pany this ... axial load as determined by the requirements of this Chapter apply only to short members and shall be reduced for ...
... load shall be designed for the eccentricity , “ e ” , corresponding to the maximum moment which can accom- pany this ... axial load as determined by the requirements of this Chapter apply only to short members and shall be reduced for ...
Page 289
... Axial Load of Short Members - Circular Sections with Bars Circularly Arranged . The ultimate strength of short circular members subject to combined bending and axial load shall be computed on the basis of the formulas of equilibrium ...
... Axial Load of Short Members - Circular Sections with Bars Circularly Arranged . The ultimate strength of short circular members subject to combined bending and axial load shall be computed on the basis of the formulas of equilibrium ...
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 . ་ ་ མ་ Allowable Axial Load = R ...
... 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 . ་ ་ མ་ Allowable Axial Load = R ...
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 approved axial load beam bending bolts bond Building Official building or structure ceiling cement cent Code column compression members compressive strength computed conform construction Continued dead load deflection distance exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange flexural members floor Formula frame girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load lumber masonry materials maximum metal minimum Modulus of Elasticity mortar nails one-hour fire-resistive openings parallel to grain partitions perpendicular plaster plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch steel stirrups studs Table tension reinforcement tests thickness tion twelve inches 12 Type U.B.C. Standard ultimate strength values vertical welds width wire wood yield strength