Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
From inside the book
Results 1-3 of 88
Page 273
... bending moment components about the " x " and " y " principal axes divided by the section modulus of the respective transformed uncracked section , 2n being assumed as the modular ratio for all vertical reinforce- ment , and Fa ยท 0.34 ...
... bending moment components about the " x " and " y " principal axes divided by the section modulus of the respective transformed uncracked section , 2n being assumed as the modular ratio for all vertical reinforce- ment , and Fa ยท 0.34 ...
Page 287
... Bending and Axial Load Capacity of Short Members -Rectangular Sections with Bars in One or Two Faces . The ultimate strength of short members subject to combined bending and axial load shall be computed from the equa- tions of ...
... Bending and Axial Load Capacity of Short Members -Rectangular Sections with Bars in One or Two Faces . The ultimate strength of short members subject to combined bending and axial load shall be computed from the equa- tions of ...
Page 289
... Bending and 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 ...
... Bending and 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 ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
124 other sections not shown
Other editions - View all
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