Uniform Building Code |
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Page 256
... grades of Select Structural , No. 1 , No. 2 , No. 3 , Appearance and Stud ( including dense grades ) . For lumber wider than 6 inches in these grades , the tabulated " F , " values shall be multiplied by the following factors : GRADE ...
... grades of Select Structural , No. 1 , No. 2 , No. 3 , Appearance and Stud ( including dense grades ) . For lumber wider than 6 inches in these grades , the tabulated " F , " values shall be multiplied by the following factors : GRADE ...
Page 561
... Grade A concrete , members 12 " x 12 " or greater ( not including 1/2 sandstone , granite and siliceous gravel ) ' . 1 1 1 Grade B concrete and Grade A concrete excluded above , members 6 " x 6 " or greater ' . 3 2 11/2 1 and All 5 Members ...
... Grade A concrete , members 12 " x 12 " or greater ( not including 1/2 sandstone , granite and siliceous gravel ) ' . 1 1 1 Grade B concrete and Grade A concrete excluded above , members 6 " x 6 " or greater ' . 3 2 11/2 1 and All 5 Members ...
Page 568
... Grade A or B Concrete Unbonded Restrained Members : 12 Beams and Girders 11 Concrete Trusses Reinforcing Steel in 37 Grade A concrete Reinforced Concrete 38 Grade B concrete 14 11/4 1 3/4 134 12 1 3/4 Joists " Reinforcing and Tie Rods 39 ...
... Grade A or B Concrete Unbonded Restrained Members : 12 Beams and Girders 11 Concrete Trusses Reinforcing Steel in 37 Grade A concrete Reinforced Concrete 38 Grade B concrete 14 11/4 1 3/4 134 12 1 3/4 Joists " Reinforcing and Tie Rods 39 ...
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