Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 292
... panel . thickness in inches of slab without drop panels , or through drop panel , if any . thickness in inches of slab with drop panels at points beyond the drop panel . uniformly distributed unit dead and live load . W = total dead and ...
... panel . thickness in inches of slab without drop panels , or through drop panel , if any . thickness in inches of slab with drop panels at points beyond the drop panel . uniformly distributed unit dead and live load . W = total dead and ...
Page 293
... panel , where used , shall be such that the compression due to bending at any section , and the shear about the column , column capital , and drop panel shall not exceed those per- mitted in Sections 2610 to 2619. When designed under ...
... panel , where used , shall be such that the compression due to bending at any section , and the shear about the column , column capital , and drop panel shall not exceed those per- mitted in Sections 2610 to 2619. When designed under ...
Page 294
... panels , except for bottom bars adequately anchored in the drop panel , all positive reinforcement per- pendicular to the discontinuous edge shall extend to the edge of the slab and have embedment , straight or hooked , of at least six ...
... panels , except for bottom bars adequately anchored in the drop panel , all positive reinforcement per- pendicular to the discontinuous edge shall extend to the edge of the slab and have embedment , straight or hooked , of at least six ...
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