Uniform Building Code |
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Page 31
... elements such as balconies , roof overhangs , canopies , marquees or architectural projections . EXCEPTION : When horizontal projecting elements do not contain concealed spaces , the area separation wall may terminate at the exterior ...
... elements such as balconies , roof overhangs , canopies , marquees or architectural projections . EXCEPTION : When horizontal projecting elements do not contain concealed spaces , the area separation wall may terminate at the exterior ...
Page 122
... elements above the diaphragm to other vertical resisting elements below the diaphragm due to offsets in the placement of the elements or to changes in stiffness in the vertical elements , these forces shall be added to those determined ...
... elements above the diaphragm to other vertical resisting elements below the diaphragm due to offsets in the placement of the elements or to changes in stiffness in the vertical elements , these forces shall be added to those determined ...
Page 474
... elements shall be the distance between nearest lines of fasteners or welds , or between the roots of flanges of rolled sections . Stiffened elements subject to axial compression or to uniform compression due to bending , such as the ...
... elements shall be the distance between nearest lines of fasteners or welds , or between the roots of flanges of rolled sections . Stiffened elements subject to axial compression or to uniform compression due to bending , such as 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