Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 298
... strip shall cross the drop panel , if any . C. The spacing for the remainder of the column strip may vary uniformly from that required for " A " or " B " to that required for the middle strip . 5. Openings in flat slabs . Openings of ...
... strip shall cross the drop panel , if any . C. The spacing for the remainder of the column strip may vary uniformly from that required for " A " or " B " to that required for the middle strip . 5. Openings in flat slabs . Openings of ...
Page 301
... STRIPS AND MIDDLE STRIPS IN PER CENT OF TOTAL MOMENTS AT CRITICAL SECTIONS OF A PANEL MOMENT SECTION STRIP Column strip Middle strip NEGATIVE MOMENT AT EXTERIOR SUPPORT SLAB SUPPORTED ON COLUMNS AND ON BEAMS OF TOTAL DEPTH EQUAL TO THE ...
... STRIPS AND MIDDLE STRIPS IN PER CENT OF TOTAL MOMENTS AT CRITICAL SECTIONS OF A PANEL MOMENT SECTION STRIP Column strip Middle strip NEGATIVE MOMENT AT EXTERIOR SUPPORT SLAB SUPPORTED ON COLUMNS AND ON BEAMS OF TOTAL DEPTH EQUAL TO THE ...
Page 303
... STRIP STRIP COLUMN STRIP SIDE SUPPORT -15 * +15 -17 * +20 -20 1 -10 -22 * +26 -6 +20 +24 56 +36 Fig . No. 26-2 - Moments in flat slab panels in percentages of M. With drops - [ See Table No. 26 - F for notes and classification of ...
... STRIP STRIP COLUMN STRIP SIDE SUPPORT -15 * +15 -17 * +20 -20 1 -10 -22 * +26 -6 +20 +24 56 +36 Fig . No. 26-2 - Moments in flat slab panels in percentages of M. With drops - [ See Table No. 26 - F for notes and classification of ...
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