Uniform Building Code |
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Page 212
... studs shall be not less than 3 inches by 4 inches or 2 inches by 6 inches to the bottom of the second floor joists ... studs . 2. Height . Unless supported laterally by adequate framing , the max- imum allowable height for studs shall be ...
... studs shall be not less than 3 inches by 4 inches or 2 inches by 6 inches to the bottom of the second floor joists ... studs . 2. Height . Unless supported laterally by adequate framing , the max- imum allowable height for studs shall be ...
Page 213
... studs shall not exceed 16 inches on center . When bearing studs are spaced at 24 - inch intervals , care shall be exer- cised to insure centering of roof trusses over studs or , in lieu thereof , solid blocking equal in size to the studs ...
... studs shall not exceed 16 inches on center . When bearing studs are spaced at 24 - inch intervals , care shall be exer- cised to insure centering of roof trusses over studs or , in lieu thereof , solid blocking equal in size to the studs ...
Page 615
... studs for vertical diaphragms if applied in ac- cordance with this section . Shear - resisting values shall not ... studs shall be spaced not further apart than 16 inches center to center . Marginal studs and plates shall be anchored to ...
... studs for vertical diaphragms if applied in ac- cordance with this section . Shear - resisting values shall not ... studs shall be spaced not further apart than 16 inches center to center . Marginal studs and plates shall be anchored to ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength