Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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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 309
... placed within the following tolerances : For clear concrete protection and for depth , d in flexural members , walls ... placed in two or more layers , the bars in the upper layers shall be placed directly above those in the bottom layer ...
... placed within the following tolerances : For clear concrete protection and for depth , d in flexural members , walls ... placed in two or more layers , the bars in the upper layers shall be placed directly above those in the bottom layer ...
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 ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
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 column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength