Uniform Building Code |
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Page 132
... shear walls or braced frames shall resist the total lateral force in accordance with their relative rigidities considering the interaction of the shear walls and frames b . The shear walls or braced frames acting independently of the ...
... shear walls or braced frames shall resist the total lateral force in accordance with their relative rigidities considering the interaction of the shear walls and frames b . The shear walls or braced frames acting independently of the ...
Page 154
... walls is the specified thickness of the wall if the space between wythes is filled with mortar or grout . For walls ... shear wall is anchored to an intersecting wall or walls , the width of the overhanging flange formed by the ...
... walls is the specified thickness of the wall if the space between wythes is filled with mortar or grout . For walls ... shear wall is anchored to an intersecting wall or walls , the width of the overhanging flange formed by the ...
Page 437
... shear walls and diaphragms . A. Boundary members shall be provided at boundaries and edges around openings of shear walls and diaphragms for which the maximum extreme fiber stress , correspond- ing to factored forces , including ...
... shear walls and diaphragms . A. Boundary members shall be provided at boundaries and edges around openings of shear walls and diaphragms for which the maximum extreme fiber stress , correspond- ing to factored forces , including ...
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