Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 203
... sheathing or 2 : 1 for special diagonal sheathed or plywood diaphragms . In masonry or concrete buildings , lumber and plywood diaphragms shall not be considered as transmitting lateral forces by rotation . Diaphragm sheathing nails or ...
... sheathing or 2 : 1 for special diagonal sheathed or plywood diaphragms . In masonry or concrete buildings , lumber and plywood diaphragms shall not be considered as transmitting lateral forces by rotation . Diaphragm sheathing nails or ...
Page 204
... Sheathing Diaphragms Sec . 2515. Wood stud walls sheathed with fiberboard sheathing com- plying with U.B.C. Standard No. 25-24 may be used to resist horizontal forces not exceeding those set forth in Table No. 25-0 . The fiberboard ...
... Sheathing Diaphragms Sec . 2515. Wood stud walls sheathed with fiberboard sheathing com- plying with U.B.C. Standard No. 25-24 may be used to resist horizontal forces not exceeding those set forth in Table No. 25-0 . The fiberboard ...
Page 208
... sheathing which con- forms to the provisions specified elsewhere in this code . All weatherboarding or siding shall be securely nailed to each stud with not less than one nail , or to solid 1 - inch nominal wood sheathing or 2- inch ...
... sheathing which con- forms to the provisions specified elsewhere in this code . All weatherboarding or siding shall be securely nailed to each stud with not less than one nail , or to solid 1 - inch nominal wood sheathing or 2- inch ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection 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 panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear 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 tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength