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Page 189
25 - A - 2 for lumber , and Tables No . 25 - C and No . 25 - D for ... 25 - A - 1 for
visually stress - rated lumber and in Table No . 25 - A - 2 for machine ... The
repetitive member design values for F , tabulated in Table No . 25 - A - 1 and
Table No .
25 - A - 2 for lumber , and Tables No . 25 - C and No . 25 - D for ... 25 - A - 1 for
visually stress - rated lumber and in Table No . 25 - A - 2 for machine ... The
repetitive member design values for F , tabulated in Table No . 25 - A - 1 and
Table No .
Page 204
65 where nails are used with sheathing and framing of Group III or IV wood
species as listed in Table No . 25 - 17 - J of U . B . C . Standard No . 25 - 17 . ( c )
Plywood Diaphragms . Horizontal and vertical diaphragms sheathed with
plywood ...
65 where nails are used with sheathing and framing of Group III or IV wood
species as listed in Table No . 25 - 17 - J of U . B . C . Standard No . 25 - 17 . ( c )
Plywood Diaphragms . Horizontal and vertical diaphragms sheathed with
plywood ...
Page 615
Shear - resisting values shall not exceed those set forth in Table No . 47 - 1 . The
shear values tabulated shall not be cumulative with the shear value of other
materials applied to the same wall . The shear values may be doubled when the
...
Shear - resisting values shall not exceed those set forth in Table No . 47 - 1 . The
shear values tabulated shall not be cumulative with the shear value of other
materials applied to the same wall . The shear values may be doubled when the
...
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Contents
Effective Use of the Uniform Building Code | 18 |
497 | 36 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
91 other sections not shown
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Common terms and phrases
accordance allowable applied approved axial bars beam bearing bending bolts building building official Chapter column compression compressive stress computed concrete conform connections considered construction continuous cover Decking depth determined diameter direction distance Division edge effective elements equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange flexural floor foot forces Formula frame girders grade Grain greater Group height horizontal inches joints lateral least length less limited live load load located lumber masonry materials maximum Occupancies openings panel parallel percent permitted placed plate portion pounds prestressing protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab spacing span specified splices square inch steel strength stress Structural Stud surface Table taken tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood yield