Uniform Building Code Standards |
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Page 196
... values 20 percent for plywood grades other than STRUC- TURAL I. Values apply to common wire nails . Load per nail = maximum shear per foot divided by the number of nails per foot at interior panel edges . Decrease values 50 percent for ...
... values 20 percent for plywood grades other than STRUC- TURAL I. Values apply to common wire nails . Load per nail = maximum shear per foot divided by the number of nails per foot at interior panel edges . Decrease values 50 percent for ...
Page 236
... value used in design based on normal duration of load . B. Average of daily test values ( ADTV ) . The required average of daily test values shall be determined as follows : ADTV + ( QIR ) ( QTA ) WHERE : QTA = The qualification test ...
... value used in design based on normal duration of load . B. Average of daily test values ( ADTV ) . The required average of daily test values shall be determined as follows : ADTV + ( QIR ) ( QTA ) WHERE : QTA = The qualification test ...
Page 388
... values set forth in Table No. 25 - B of the Uniform Building Code for rolling shear . The allowable working stresses shall be reduced 50 percent at exterior ribs . This reduction applies to exterior stringers whose clear distance to the ...
... values set forth in Table No. 25 - B of the Uniform Building Code for rolling shear . The allowable working stresses shall be reduced 50 percent at exterior ribs . This reduction applies to exterior stringers whose clear distance to the ...
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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