Uniform Building Code |
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Page 517
... grade . ( v ) The first seating board is not more than 20 inches above grade . B. Obstructions . No obstruction shall be placed in the required width of any aisle or exitway . C. Width . Aisles serving seats on both sides shall have a ...
... grade . ( v ) The first seating board is not more than 20 inches above grade . B. Obstructions . No obstruction shall be placed in the required width of any aisle or exitway . C. Width . Aisles serving seats on both sides shall have a ...
Page 558
... Grade A concrete , members 8 " x8 " or greater ( not including 2 11/2 1 3 Grade A concrete , members 12 " x 12 " or greater ( not including 12 sandstone , granite and siliceous gravel ) ' 1 1 4 Steel Columns Grade B concrete and Grade A ...
... Grade A concrete , members 8 " x8 " or greater ( not including 2 11/2 1 3 Grade A concrete , members 12 " x 12 " or greater ( not including 12 sandstone , granite and siliceous gravel ) ' 1 1 4 Steel Columns Grade B concrete and Grade A ...
Page 565
... Grade A concrete 1 1 3/4 3/4 Roof Slabs ' 40 Grade B concrete 114 1 1 3/4 5666 FOOTNOTES TO TABLE NO . 43 - A '. Reinforcing Steel in 35 Reinforced Grade A concrete , members 12 " or larger , square or round ( Size limit does not apply ...
... Grade A concrete 1 1 3/4 3/4 Roof Slabs ' 40 Grade B concrete 114 1 1 3/4 5666 FOOTNOTES TO TABLE NO . 43 - A '. Reinforcing Steel in 35 Reinforced Grade A concrete , members 12 " or larger , square or round ( Size limit does not apply ...
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