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Page 41
... Permitted Permitted Permitted A ) 3-42 Unlimited 29,900 13,500 9,100 13,500 9,100 13,500 10,500 6,000 B ) 1-2-33 Unlimited 39,900 18,000 12,000 18,000 12,000 18,000 14,000 8,000 B - 4 Unlimited 59,900 27,000 18,000 27,000 18,000 27,000 ...
... Permitted Permitted Permitted A ) 3-42 Unlimited 29,900 13,500 9,100 13,500 9,100 13,500 10,500 6,000 B ) 1-2-33 Unlimited 39,900 18,000 12,000 18,000 12,000 18,000 14,000 8,000 B - 4 Unlimited 59,900 27,000 18,000 27,000 18,000 27,000 ...
Page 42
... Permitted Permitted Permitted A ) 3-41 Unlimited 12 2 1 2 1 2 2 1 B ) 1-2-32 Unlimited 12 4 2 4 2 4 3 2 B - 4 Unlimited 12 4 2 4 2 4 3 2 E3 Unlimited 4 2 1 2 1 2 2 1 H - 1 Unlimited 2 1 1 1 1 1 1 1 H ) 2-3-4-5 Unlimited 5 2 1 2 1 2 2 1 ...
... Permitted Permitted Permitted A ) 3-41 Unlimited 12 2 1 2 1 2 2 1 B ) 1-2-32 Unlimited 12 4 2 4 2 4 3 2 B - 4 Unlimited 12 4 2 4 2 4 3 2 E3 Unlimited 4 2 1 2 1 2 2 1 H - 1 Unlimited 2 1 1 1 1 1 1 1 H ) 2-3-4-5 Unlimited 5 2 1 2 1 2 2 1 ...
Page 103
... permitted by this code . Type IV construction shall conform to Section 2106 except that permanent partitions and members of the structural frame may be of other materials , pro- vided they have a fire resistance of not less than one ...
... permitted by this code . Type IV construction shall conform to Section 2106 except that permanent partitions and members of the structural frame may be of other materials , pro- vided they have a fire resistance of not less than one ...
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