Uniform Building Code Standards |
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Page 322
... AXIS OF SECTION ABOVE THE CROOK CASE 1 : WHERE THE REFERENCE AXES ARE APPROXIMATELY PARALLEL AXIS OF POLE 5 FT OR LESS MIDPOINT OF CROOK- DEVIATION CASE 2 : WHERE AXES OF SECTIONS ABOVE AND BELOW THE CROOK COINCIDE OR ARE PRACTICALLY ...
... AXIS OF SECTION ABOVE THE CROOK CASE 1 : WHERE THE REFERENCE AXES ARE APPROXIMATELY PARALLEL AXIS OF POLE 5 FT OR LESS MIDPOINT OF CROOK- DEVIATION CASE 2 : WHERE AXES OF SECTIONS ABOVE AND BELOW THE CROOK COINCIDE OR ARE PRACTICALLY ...
Page 331
... axis at various angles with grain . ( See Table No. 25-17 - G . ) The connector - axis is a line joining the centers of two adjacent connectors located in the same contact face of a member in a joint . For tension and compression ...
... axis at various angles with grain . ( See Table No. 25-17 - G . ) The connector - axis is a line joining the centers of two adjacent connectors located in the same contact face of a member in a joint . For tension and compression ...
Page 332
... axis of cut of a sloping surface , measured in the plane of the sloping surface . ( See Figure No. 25-17-10 . ) P ... axis of cut ( 0 ° < a < 90 ° , ✪ = 90 ° ) . Qa = design value for a connector unit in a sloping surface , when loaded ...
... axis of cut of a sloping surface , measured in the plane of the sloping surface . ( See Figure No. 25-17-10 . ) P ... axis of cut ( 0 ° < a < 90 ° , ✪ = 90 ° ) . Qa = design value for a connector unit in a sloping surface , when loaded ...
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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