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Page 193
... placed so that their upper edges are at least 1⁄2 inch above the tops of the arch or chord but also placed low enough to provide adequate lateral support . When roof joists or planks are placed on top of an arch or top chord of a truss ...
... placed so that their upper edges are at least 1⁄2 inch above the tops of the arch or chord but also placed low enough to provide adequate lateral support . When roof joists or planks are placed on top of an arch or top chord of a truss ...
Page 390
International Conference of Building Officials. Pneumatically Placed Concrete Sec . 2621. ( a ) General . For the purpose of this chapter all pneumatically placed concrete shall consist of a mixture of fine aggregate and cement ...
International Conference of Building Officials. Pneumatically Placed Concrete Sec . 2621. ( a ) General . For the purpose of this chapter all pneumatically placed concrete shall consist of a mixture of fine aggregate and cement ...
Page 613
... Placed Plaster ( Gunite ) Sec . 4710. Pneumatically placed portland cement plaster shall be a mix- ture of portland cement and sand , mixed dry , conveyed by air through a pipe or flexible tube , hydrated at the nozzle at the end of the ...
... Placed Plaster ( Gunite ) Sec . 4710. Pneumatically placed portland cement plaster shall be a mix- ture of portland cement and sand , mixed dry , conveyed by air through a pipe or flexible tube , hydrated at the nozzle at the end of the ...
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