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Page 211
25 - 24 may be used to resist horizontal forces not exceeding those set forth in
Table No . 25 - P . The fiberboard sheathing . 4 feet by 8 feet , shall be applied
vertically to wood studs not less than 2 - inch nominal in thickness spaced 16
inches ...
25 - 24 may be used to resist horizontal forces not exceeding those set forth in
Table No . 25 - P . The fiberboard sheathing . 4 feet by 8 feet , shall be applied
vertically to wood studs not less than 2 - inch nominal in thickness spaced 16
inches ...
Page 386
( 11 - 35 ) where A , is area of horizontal shear reinforcement within a distance s2
and distance d is in accordance with Section 2611 ( k ) 4 . Vertical shear
reinforcement shall be provided in accordance with Section 2611 ( k ) 9 D . B .
Ratio Pn ...
( 11 - 35 ) where A , is area of horizontal shear reinforcement within a distance s2
and distance d is in accordance with Section 2611 ( k ) 4 . Vertical shear
reinforcement shall be provided in accordance with Section 2611 ( k ) 9 D . B .
Ratio Pn ...
Page 667
... Horizontal | Either Direction Horizontal | Perpendicular Vertical Either Direction
Horizontal | Either Direction Horizontal ... headings as above ) End Edges Field
Horizontal Either Direction 16 16 24 Perpendicular | 24 16 24 24 As required for ...
... Horizontal | Either Direction Horizontal | Perpendicular Vertical Either Direction
Horizontal | Either Direction Horizontal ... headings as above ) End Edges Field
Horizontal Either Direction 16 16 24 Perpendicular | 24 16 24 24 As required for ...
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Contents
Effective Use of the Uniform Building Code | 19 |
Part Administrative | 25 |
201 | 28 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending building official ceiling Chapter column compression computed concrete conform connections considered construction continuous covering Decking determined diameter direction distance Division doors effective elements equal equipment exceed EXCEPTION exit exterior walls face factor feet fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal inches increased installed joints lateral least length less limited liquids load located lumber masonry materials maximum metal nails noncombustible Occupancies one-hour openings parallel percent permitted placed portion pounds protected reinforcement resist roof rooms Select Structural separation shear side slab solid space span Special specified square feet steel storage story strength stress Structural Stud surface Table tension tests thickness Type U.B.C. Standard units values vertical walls welds wide width wire wood