Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 469
... determined by U.B.C. Standard No. 29-2 , shall require special design consideration . In the event the soil expansion index varies with depth , the weighted index shall be determined according to Table No. 29 - D . Foundation ...
... determined by U.B.C. Standard No. 29-2 , shall require special design consideration . In the event the soil expansion index varies with depth , the weighted index shall be determined according to Table No. 29 - D . Foundation ...
Page 473
... determined by an approved formula , by load tests or by a foundation investigation . ( c ) Static Load Tests . When the allowable axial load of a single pile is determined by a load test , one of the following methods shall be used ...
... determined by an approved formula , by load tests or by a foundation investigation . ( c ) Static Load Tests . When the allowable axial load of a single pile is determined by a load test , one of the following methods shall be used ...
Page 498
... determined by the building official , based on the area given for the occupancy which it most nearly resembles . In determining the occupant load , all portions of a building shall be presumed to be occupied at the same time . EXCEPTION ...
... determined by the building official , based on the area given for the occupancy which it most nearly resembles . In determining the occupant load , all portions of a building shall be presumed to be occupied at the same time . EXCEPTION ...
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