Uniform Building Code |
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Page 43
... Type IV or Type V One - hour construction shall not exceed 40 feet to the highest level of seat boards ; 20 feet in cases where construction is Type III - N or Type V - N ; and 12 feet in cases where construction is with combustible ...
... Type IV or Type V One - hour construction shall not exceed 40 feet to the highest level of seat boards ; 20 feet in cases where construction is Type III - N or Type V - N ; and 12 feet in cases where construction is with combustible ...
Page 77
... type of construction set forth in Table No. 17 - A shall be classified by a building official into a type having an equal or lesser degree of fire resistance . A building or portion thereof shall not be required to conform to the ...
... type of construction set forth in Table No. 17 - A shall be classified by a building official into a type having an equal or lesser degree of fire resistance . A building or portion thereof shall not be required to conform to the ...
Page 99
... Type II fire - resistive buildings shall be of steel , iron , concrete or masonry . The structural elements of Type II One - hour or II - N buildings shall be of noncombustible materials . Walls and permanent partitions of Type II - F.R ...
... Type II fire - resistive buildings shall be of steel , iron , concrete or masonry . The structural elements of Type II One - hour or II - N buildings shall be of noncombustible materials . Walls and permanent partitions of Type II - F.R ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength