Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 211
... tion 2513 ( a ) 4 . S = Support factor = P2 ( 68P + 3P2 ) ( 1 − q ) + q . Ratio of depth of compression flange to full depth of beam . P q = Ratio of thickness of web or webs to the full width of beam . 6. Tapered faces . No taper ...
... tion 2513 ( a ) 4 . S = Support factor = P2 ( 68P + 3P2 ) ( 1 − q ) + q . Ratio of depth of compression flange to full depth of beam . P q = Ratio of thickness of web or webs to the full width of beam . 6. Tapered faces . No taper ...
Page 533
... tion C5-59 of the ASTM . Hydrated Lime for Masonry Purposes . Standard Speci- fication C207-49 of the ASTM . Processed Pulverized Quicklime . Standard Specifica- tion C51-47 of the ASTM . Mortar for Masonry Other than Gypsum ...
... tion C5-59 of the ASTM . Hydrated Lime for Masonry Purposes . Standard Speci- fication C207-49 of the ASTM . Processed Pulverized Quicklime . Standard Specifica- tion C51-47 of the ASTM . Mortar for Masonry Other than Gypsum ...
Page 535
... tion MIL - A - 5534A , U. S. Federal Government . Test for Glue Joints . Standard Method of Testing D1101-59 of the ASTM . General Design Criteria . Recommended Standards of International Conference of Building Officials . Plank and ...
... tion MIL - A - 5534A , U. S. Federal Government . Test for Glue Joints . Standard Method of Testing D1101-59 of the ASTM . General Design Criteria . Recommended Standards of International Conference of Building Officials . Plank and ...
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