Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 48
... four - hour fire - resistive occupancy separation " shall have no openings therein and shall be of not less than four - hour fire - resistive con- struction . 2. A " three - hour fire - resistive occupancy separation " shall be of not ...
... four - hour fire - resistive occupancy separation " shall have no openings therein and shall be of not less than four - hour fire - resistive con- struction . 2. A " three - hour fire - resistive occupancy separation " shall be of not ...
Page 308
... four bar diameters but not less than 21⁄2 inches at the free end of the bar , or B. A 90 - degree turn plus an ... four wire diameters for deformed wire larger than D6 and two wire diameters for all other wires . Bends with inside ...
... four bar diameters but not less than 21⁄2 inches at the free end of the bar , or B. A 90 - degree turn plus an ... four wire diameters for deformed wire larger than D6 and two wire diameters for all other wires . Bends with inside ...
Page 521
... Four exits required . Four exits shall be provided where a grandstand or section thereof accommodates more than 3000 persons . H. Determination of exit width . The total width of exits in feet shall be not less than the total occupant ...
... Four exits required . Four exits shall be provided where a grandstand or section thereof accommodates more than 3000 persons . H. Determination of exit width . The total width of exits in feet shall be not less than the total occupant ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
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 column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength