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Page 189
... Tables No. 25 - A - 1 and No. 25 - A - 2 for lumber , and Tables No. 25 - C and No. 25 - D for structural glued - laminated timber . The values for F and F tabulated in Table No. 25 - A - 1 for visually stress - rated lumber and in Table ...
... Tables No. 25 - A - 1 and No. 25 - A - 2 for lumber , and Tables No. 25 - C and No. 25 - D for structural glued - laminated timber . The values for F and F tabulated in Table No. 25 - A - 1 for visually stress - rated lumber and in Table ...
Page 204
... Table No. 25-17 - J of U.B.C. Standard No. 25-17 . ( c ) Plywood Diaphragms . Horizontal and vertical diaphragms sheathed with plywood may be used to resist horizontal forces not exceeding those set forth in Table No. 25 - J for ...
... Table No. 25-17 - J of U.B.C. Standard No. 25-17 . ( c ) Plywood Diaphragms . Horizontal and vertical diaphragms sheathed with plywood may be used to resist horizontal forces not exceeding those set forth in Table No. 25 - J for ...
Page 615
... Table No. 47 - I , blocking having the same cross - sec- tional dimensions as the studs shall be provided at all joints that are per- pendicular to the studs . The size and spacing of nails shall be as set forth in Table No. 47 - I ...
... Table No. 47 - I , blocking having the same cross - sec- tional dimensions as the studs shall be provided at all joints that are per- pendicular to the studs . The size and spacing of nails shall be as set forth in Table No. 47 - I ...
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