Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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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 401
... table shall be multipled by 1.65 0.005w but not less than 1.09 where w is the unit weight in lb. per cu . ft . ( b ) For nonprestressed reinforcement having yield strengths other than 60,000 psi , the values in the table shall be ...
... table shall be multipled by 1.65 0.005w but not less than 1.09 where w is the unit weight in lb. per cu . ft . ( b ) For nonprestressed reinforcement having yield strengths other than 60,000 psi , the values in the table shall be ...
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