Uniform Building Code |
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Page 177
... Formula ( 19-6 ) or ( 19-5 ) , whichever is applicable , except e , / e2 shall be taken as + 1.0 . ( iii ) Bending ... Formula ( 19-6 ) , except that eb + et / bt shall be substituted for e / t . e Where e , best exceeds bt / 6 but does ...
... Formula ( 19-6 ) or ( 19-5 ) , whichever is applicable , except e , / e2 shall be taken as + 1.0 . ( iii ) Bending ... Formula ( 19-6 ) , except that eb + et / bt shall be substituted for e / t . e Where e , best exceeds bt / 6 but does ...
Page 414
... Formula ( 3-1a ) , C , may be computed by the formula given above for frames subject to joint translation , and it shall be taken as unity for frames braced against joint translation . C , may be conservatively taken as 1.0 for ...
... Formula ( 3-1a ) , C , may be computed by the formula given above for frames subject to joint translation , and it shall be taken as unity for frames braced against joint translation . C , may be conservatively taken as 1.0 for ...
Page 428
... Formula ( 8-3 ) or ( 8-4 ) shall be not less than that determined by the following formula : V , q ( 8-6 ) Working values for flat soffit concrete slabs with aggregates not con- forming with U.B.C. Standards No. 26-2 and No. 26-3 , and ...
... Formula ( 8-3 ) or ( 8-4 ) shall be not less than that determined by the following formula : V , q ( 8-6 ) Working values for flat soffit concrete slabs with aggregates not con- forming with U.B.C. Standards No. 26-2 and No. 26-3 , and ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength