Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 324
... cent panel , if any , on each side of the beam . See Section 2613 . α , = average value of a for all beams on the edges of a panel . m B = ratio of clear spans in long to short direction of two - way construction . Bs = ratio of length ...
... cent panel , if any , on each side of the beam . See Section 2613 . α , = average value of a for all beams on the edges of a panel . m B = ratio of clear spans in long to short direction of two - way construction . Bs = ratio of length ...
Page 573
... cent and vertical reinforcement not less than 0.15 percent . ( Three - fourths as much for welded wire fabric . ) 36 Hollow Gypsum 37 Tile 38 3 " tile plastered one side with " gypsum plaster.se 4 " tile plastered one side with 1/2 ...
... cent and vertical reinforcement not less than 0.15 percent . ( Three - fourths as much for welded wire fabric . ) 36 Hollow Gypsum 37 Tile 38 3 " tile plastered one side with " gypsum plaster.se 4 " tile plastered one side with 1/2 ...
Page 632
... cent of the area below a minimum of 6 feet 8 inches of each wall , measured from the floor . Openings may be enclosed with insect screening and plastic . ' Patio covers may be detached or attached to other buildings as ac- cessories to ...
... cent of the area below a minimum of 6 feet 8 inches of each wall , measured from the floor . Openings may be enclosed with insect screening and plastic . ' Patio covers may be detached or attached to other buildings as ac- cessories to ...
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