Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 14
... Protection of Structural Members 555 4304. Walls and Partitions . 556 4305. Floor - ceilings or Roof - ceilings 557 4306. Fire - resistive Assemblies for Protection of Openings . 558 4307. Roof Coverings 560 Part VIII - Regulations for ...
... Protection of Structural Members 555 4304. Walls and Partitions . 556 4305. Floor - ceilings or Roof - ceilings 557 4306. Fire - resistive Assemblies for Protection of Openings . 558 4307. Roof Coverings 560 Part VIII - Regulations for ...
Page 555
... protecting materials and shall not include any hollow space back of the protection . 2. Unit masonry protection . Where required , metal ties shall be embed- ded in transverse joints of unit masonry for protection of steel columns ...
... protecting materials and shall not include any hollow space back of the protection . 2. Unit masonry protection . Where required , metal ties shall be embed- ded in transverse joints of unit masonry for protection of steel columns ...
Page 601
... protection canopy supporting not more than 150 pounds per square foot may be constructed as follows : 1. Footings shall be continuous 2 - inch by 6 - inch members with scabbed joints . 2. Posts not less than 4 inches by 6 inches in size ...
... protection canopy supporting not more than 150 pounds per square foot may be constructed as follows : 1. Footings shall be continuous 2 - inch by 6 - inch members with scabbed joints . 2. Posts not less than 4 inches by 6 inches in size ...
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