Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 192
... bearing on such small areas as plates and washers may be : LENGTH OF BEARING ( In inches ) 1/2 1 12 6 OR MORE Factor 1.75 1.38 1.25 1.19 1.13 1.10 1.00 In using the preceding formula and table for round washers or bearing areas , use a ...
... bearing on such small areas as plates and washers may be : LENGTH OF BEARING ( In inches ) 1/2 1 12 6 OR MORE Factor 1.75 1.38 1.25 1.19 1.13 1.10 1.00 In using the preceding formula and table for round washers or bearing areas , use a ...
Page 211
... bearing . ( d ) Floor Joists . 1. General . Spans for joists shall be in accordance with Table No. 25 - T - J - 1 . 2. Bearing . Except where supported on a 1 - inch by 4 - inch ribbon strip and nailed to the adjoining stud , the ends ...
... bearing . ( d ) Floor Joists . 1. General . Spans for joists shall be in accordance with Table No. 25 - T - J - 1 . 2. Bearing . Except where supported on a 1 - inch by 4 - inch ribbon strip and nailed to the adjoining stud , the ends ...
Page 312
... bearing . In bars required for compression only , the compressive stress may be transmitted by bearing of square - cut ends held in concentric contact by a suitable device . Ends shall terminate in flat surfaces within 11⁄2 degrees of ...
... bearing . In bars required for compression only , the compressive stress may be transmitted by bearing of square - cut ends held in concentric contact by a suitable device . Ends shall terminate in flat surfaces within 11⁄2 degrees of ...
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