Uniform Building Code |
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Page 182
... ( Pounds per Sq . Inch ) Flexural Compression .25f 125 250 Axial Compression or Bearing 20f 100 200 Bond for Plain Bars and Shear ' .. .02f 10 20 Bond for Deformed Bars and Electrically Welded Wire Mesh ' .03f 15 30 ' Electrically welded ...
... ( Pounds per Sq . Inch ) Flexural Compression .25f 125 250 Axial Compression or Bearing 20f 100 200 Bond for Plain Bars and Shear ' .. .02f 10 20 Bond for Deformed Bars and Electrically Welded Wire Mesh ' .03f 15 30 ' Electrically welded ...
Page 476
... pounds per square inch for piles up to 30 feet in length , 550 pounds per square inch for piles up to 50 feet in length , and 700 pounds per square inch for piles greater than 50 feet in length . The compressive stress in the concrete ...
... pounds per square inch for piles up to 30 feet in length , 550 pounds per square inch for piles up to 50 feet in length , and 700 pounds per square inch for piles greater than 50 feet in length . The compressive stress in the concrete ...
Page 619
... pounds , No. 16 gauge , 2 " x 2 " 16 16 16 16 16 7. Wire Fabric Lath 1.4 pounds , No. 18 gauge , 1 " x 1 " 6 163 - Woven3 1.4 pounds , No. 17 gauge , 11⁄2 " Hexagonal6 1.4 pounds , No. 18 gauge , 1 " Hexagonal® 24 16 16 24 16 24 16 16 ...
... pounds , No. 16 gauge , 2 " x 2 " 16 16 16 16 16 7. Wire Fabric Lath 1.4 pounds , No. 18 gauge , 1 " x 1 " 6 163 - Woven3 1.4 pounds , No. 17 gauge , 11⁄2 " Hexagonal6 1.4 pounds , No. 18 gauge , 1 " Hexagonal® 24 16 16 24 16 24 16 16 ...
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