Uniform Building Code |
From inside the book
Results 1-3 of 64
Page 210
... plates installed to provide overlapping at corners and at intersections with other partitions . End joints in double top plates shall be offset at least 48 inches . EXCEPTION : A single top plate may be used , provided the plate is ...
... plates installed to provide overlapping at corners and at intersections with other partitions . End joints in double top plates shall be offset at least 48 inches . EXCEPTION : A single top plate may be used , provided the plate is ...
Page 304
... plate to joist or blocking , face nail 7. Top plate to stud , end nail 8. Stud to sole plate 9. Double studs , face nail 10. Doubled top plates , face nail 12. Continuous header , two pieces 13. Ceiling joists to plate , toenail 14 ...
... plate to joist or blocking , face nail 7. Top plate to stud , end nail 8. Stud to sole plate 9. Double studs , face nail 10. Doubled top plates , face nail 12. Continuous header , two pieces 13. Ceiling joists to plate , toenail 14 ...
Page 487
... plate thickness . In pin - connected plates other than eyebars , the tensile stress on the net area , transverse to the axis of the member , shall not exceed the stress allowed in Section 2702 ( b ) 5 , and the bearing stress on the ...
... plate thickness . In pin - connected plates other than eyebars , the tensile stress on the net area , transverse to the axis of the member , shall not exceed the stress allowed in Section 2702 ( b ) 5 , and the bearing stress on the ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
103 other sections not shown
Other editions - View all
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