Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
From inside the book
Results 1-3 of 38
Page 205
... ground under the building . ( c ) Protection against Decay and Termites . 1. Wood support embedded in ground . Wood embedded in the ground or in direct contact with the earth and used for the support of permanent structures , shall be ...
... ground under the building . ( c ) Protection against Decay and Termites . 1. Wood support embedded in ground . Wood embedded in the ground or in direct contact with the earth and used for the support of permanent structures , shall be ...
Page 471
... ground surface , such as rigid floor or rigid ground surface pavement : A d = ( 1 + √1 + 4.36h ) 1/2 1+ A WHERE : A = 2.34P S , b P = Applied lateral force in pounds . S1 = Allowable lateral soil - bearing pressure as set forth in ...
... ground surface , such as rigid floor or rigid ground surface pavement : A d = ( 1 + √1 + 4.36h ) 1/2 1+ A WHERE : A = 2.34P S , b P = Applied lateral force in pounds . S1 = Allowable lateral soil - bearing pressure as set forth in ...
Page 653
... ground for receiving fills and the stability of cut slopes with respect to geological matters and the need for subdrains or other ground water drainage devices . He shall report his findings to the soils engineer and the civil engineer ...
... ground for receiving fills and the stability of cut slopes with respect to geological matters and the need for subdrains or other ground water drainage devices . He shall report his findings to the soils engineer and the civil engineer ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
72 other sections not shown
Other editions - View all
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