Uniform Building Code |
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Page 51
... width equal to the depth of the projecting elements . Wall openings within such widths shall be pro- tected by assemblies having a three - fourths - hour fire protection rating . 3. Area separation walls shall extend from the foundation ...
... width equal to the depth of the projecting elements . Wall openings within such widths shall be pro- tected by assemblies having a three - fourths - hour fire protection rating . 3. Area separation walls shall extend from the foundation ...
Page 327
... width of the web and a total flange width not more than four times the width of the web . 3. For beams having a flange on one side only , the effective over- hanging flange width shall not exceed one - twelfth of the span length of the ...
... width of the web and a total flange width not more than four times the width of the web . 3. For beams having a flange on one side only , the effective over- hanging flange width shall not exceed one - twelfth of the span length of the ...
Page 517
... width of any aisle or exitway . C. Width . Aisles serving seats on both sides shall have a minimum width of 42 inches . When serving seats on only one side , the aisle shall have a minimum width of 36 inches . 5. Cross aisles and ...
... width of any aisle or exitway . C. Width . Aisles serving seats on both sides shall have a minimum width of 42 inches . When serving seats on only one side , the aisle shall have a minimum width of 36 inches . 5. Cross aisles and ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength