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Page 132
... resisting portions of the space frame shall resist the total required lateral forces c . The ductile moment - resisting space frame shall have the capacity to resist not less than 25 percent of the required lateral force VALUE2 OF K ...
... resisting portions of the space frame shall resist the total required lateral forces c . The ductile moment - resisting space frame shall have the capacity to resist not less than 25 percent of the required lateral force VALUE2 OF K ...
Page 401
... resist the following percentage of exterior negative factored moments : 12/11 0.5 1.0 2.0 Bt = 0 100 100 100 ( a1l2 / 11 ) = 0 Bt > 2.5 75 75 75 Bt = 0 100 100 100 ( a1l2 / l1 ) ≥ 1.0 Bt 2.5 90 75 45 Linear interpolations shall be made ...
... resist the following percentage of exterior negative factored moments : 12/11 0.5 1.0 2.0 Bt = 0 100 100 100 ( a1l2 / 11 ) = 0 Bt > 2.5 75 75 75 Bt = 0 100 100 100 ( a1l2 / l1 ) ≥ 1.0 Bt 2.5 90 75 45 Linear interpolations shall be made ...
Page 402
International Conference of Building Officials. resist the sum of the moments assigned to its two half middle strips . A middle strip adjacent to and parallel with an edge supported by a wall shall be proportioned to resist twice the ...
International Conference of Building Officials. resist the sum of the moments assigned to its two half middle strips . A middle strip adjacent to and parallel with an edge supported by a wall shall be proportioned to resist twice the ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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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