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Page 357
... Wire Fabric . The yield strength of smooth wire fabric shall be considered developed by embedment of two cross wires with the closer cross wire not less than 2 inches from the point of critical section . However , the development length ...
... Wire Fabric . The yield strength of smooth wire fabric shall be considered developed by embedment of two cross wires with the closer cross wire not less than 2 inches from the point of critical section . However , the development length ...
Page 358
International Conference of Building Officials. I no cross wires within the development length , shall be determined as for deformed wire . ( 1 ) Development Length of Prestressing Strand . Three- or seven - wire pretensioning strand ...
International Conference of Building Officials. I no cross wires within the development length , shall be determined as for deformed wire . ( 1 ) Development Length of Prestressing Strand . Three- or seven - wire pretensioning strand ...
Page 562
... wire mesh ' in horizontal joints . PL denotes 1⁄2 " gyp- sum plaster . Portland cement plaster over metal lath wire tied to 3/4 " cold - rolled vertical channels with No. 18 gauge wire ties spaced 3 " to 6 " on center . Plaster mixed 1 ...
... wire mesh ' in horizontal joints . PL denotes 1⁄2 " gyp- sum plaster . Portland cement plaster over metal lath wire tied to 3/4 " cold - rolled vertical channels with No. 18 gauge wire ties spaced 3 " to 6 " on center . Plaster mixed 1 ...
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