Uniform Building Code Standards |
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Page 4
... supporting cables shall pass through sheaves in the gridiron and over to the counterweight guides and shall fasten ... supporting cables and , except for the stay chains at the ends of the curtain , all stay chains shall be centered ...
... supporting cables shall pass through sheaves in the gridiron and over to the counterweight guides and shall fasten ... supporting cables and , except for the stay chains at the ends of the curtain , all stay chains shall be centered ...
Page 391
... supporting members shall be with nails , lag screws , bolts , or other means adequate to resist the maximum horizontal thrust and uplift , as well as any shear developed by assumed diaphragm action . ( e ) Supports . The horizontal ...
... supporting members shall be with nails , lag screws , bolts , or other means adequate to resist the maximum horizontal thrust and uplift , as well as any shear developed by assumed diaphragm action . ( e ) Supports . The horizontal ...
Page 1179
... supported directly by hangers , leveling shall be per- formed with the supporting hanger taut . Local kinks or bends shall not be made in hanger wires as a means of leveling main runners . In installations where hanger wires are wrapped ...
... supported directly by hangers , leveling shall be per- formed with the supporting hanger taut . Local kinks or bends shall not be made in hanger wires as a means of leveling main runners . In installations where hanger wires are wrapped ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
½ inch accordance adhesive admixture aggregate allowable load applied average axis beam bending bolt BUILDING CODE STANDARD cement characteristics coating combination compression members compressive strength concrete concrete masonry units conform connector cross section deck determined diameter dimensions Douglas fir E-rated edge end joints equivalent exceed feet fiber flange glue glued holes joists knots laminations lams length less lumber manufactured material maximum measured medium method minimum modulus of elasticity moisture content mortar nominal panel parallel percent permitted perpendicular piece pitch plate plywood portland cement pounds per square pozzolan procedures ratio requirements roof sample sapwood shakes shear shear strength sheet slope of grain spaced span specified splits square inch steel stiffeners stress Structural surface Table temperature tensile tensile strength tension laminations test specimens thickness Type U.B.C. Standard Uniform Building Code values veneer weight welds wide face wire wood failure yield strength Zone