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Page 200
... 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 ...
... 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 ...
Page 375
... placed , and an- chored in position as for columns , the design shall be on the basis of for- mulas for columns ... placed in two layers parallel with the faces of the wall . One layer consisting of not less than one - half and not more ...
... placed , and an- chored in position as for columns , the design shall be on the basis of for- mulas for columns ... placed in two layers parallel with the faces of the wall . One layer consisting of not less than one - half and not more ...
Page 394
... Placed Concrete Sec . 2621. ( a ) General . For the purpose of this Chapter all pneumatical- ly placed concrete shall consist of a mixture of fine aggregate and cement pneumatically applied by suitable mechanism , and to which water is ...
... Placed Concrete Sec . 2621. ( a ) General . For the purpose of this Chapter all pneumatical- ly placed concrete shall consist of a mixture of fine aggregate and cement pneumatically applied by suitable mechanism , and to which water is ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
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 building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength