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Page 131
... direction 1.1 any direction 0.8 any direction 2.0 any direction 1.8 any direction Triangular 6. Signs , flagpoles , lightpoles , minor structures 1.4 any direction 1A structure with more than 30 percent of any one side open shall be ...
... direction 1.1 any direction 0.8 any direction 2.0 any direction 1.8 any direction Triangular 6. Signs , flagpoles , lightpoles , minor structures 1.4 any direction 1A structure with more than 30 percent of any one side open shall be ...
Page 133
... direction Any 0.8 direction Any direction 0.3 0.45 Any direction 0.347 Any 0.35 direction Any direction 0.38 ' C , for elements laterally self - supported only at the ground level may be two thirds of value shown . 2W , for storage ...
... direction Any 0.8 direction Any direction 0.3 0.45 Any direction 0.347 Any 0.35 direction Any direction 0.38 ' C , for elements laterally self - supported only at the ground level may be two thirds of value shown . 2W , for storage ...
Page 425
... directions of the principal tensile membrane forces . Where this is not practical , membrane reinforcement may be placed in two or more component directions . 7. If the direction of reinforcement varies more than 10 degrees from the ...
... directions of the principal tensile membrane forces . Where this is not practical , membrane reinforcement may be placed in two or more component directions . 7. If the direction of reinforcement varies more than 10 degrees from the ...
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