Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 190
... values for wood pressure impregnated with an approved process and preservative need no adjustment for treat- ment but are subject to other adjustments . 3. Fire - retardant treatment . The values shall be reduced 10 percent for lumber ...
... values for wood pressure impregnated with an approved process and preservative need no adjustment for treat- ment but are subject to other adjustments . 3. Fire - retardant treatment . The values shall be reduced 10 percent for lumber ...
Page 254
... values for balsam fir shall apply . The design values shown in Table No. 25 - A - 1 are applicable to lumber that will be used under dry conditions such as in most covered structures . For 2- inch - to 4 - inch - thick lumber the DRY ...
... values for balsam fir shall apply . The design values shown in Table No. 25 - A - 1 are applicable to lumber that will be used under dry conditions such as in most covered structures . For 2- inch - to 4 - inch - thick lumber the DRY ...
Page 256
... values by 5 inches and 6 inches wide 8 inches wide 10 inches and wider 1.00 0.90 0.80 1.00 0.80 0.60 1.00 TABLE NO . 25 - A - 2 — ALLOWABLE. FOOTNOTES FOR TABLE NO . 25 - A - 1 — ( Continued ) ' Stress - rated boards of nominal 1 - inch ...
... values by 5 inches and 6 inches wide 8 inches wide 10 inches and wider 1.00 0.90 0.80 1.00 0.80 0.60 1.00 TABLE NO . 25 - A - 2 — ALLOWABLE. FOOTNOTES FOR TABLE NO . 25 - A - 1 — ( Continued ) ' Stress - rated boards of nominal 1 - 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