Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 178
... accordance with the above formula , except that the eccen- tricity coefficient C , shall be determined in accordance with Section 2419 ( c ) 5 G. e Where e , bet exceeds bt / 3 , walls and columns shall be reinforced and designed in ...
... accordance with the above formula , except that the eccen- tricity coefficient C , shall be determined in accordance with Section 2419 ( c ) 5 G. e Where e , bet exceeds bt / 3 , walls and columns shall be reinforced and designed in ...
Page 349
... accordance with Section 2611 ( 1 ) 1 , and a maximum increase of 75 percent is permitted if shearhead rein- forcement is provided in accordance with Section 2611 ( 1 ) 2 . ( 1 ) Shear Reinforcement in Slabs and Footings . 1. Shear ...
... accordance with Section 2611 ( 1 ) 1 , and a maximum increase of 75 percent is permitted if shearhead rein- forcement is provided in accordance with Section 2611 ( 1 ) 2 . ( 1 ) Shear Reinforcement in Slabs and Footings . 1. Shear ...
Page 554
... accordance with the re- quirements set forth in U.B.C. Standard No. 43-1 shall be rated for fire resistance in accordance with the results and conditions of such tests . As an alternate to Tables Nos . 43 - A , B and C , fire ...
... accordance with the re- quirements set forth in U.B.C. Standard No. 43-1 shall be rated for fire resistance in accordance with the results and conditions of such tests . As an alternate to Tables Nos . 43 - A , B and C , fire ...
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