Uniform Building Code Standards |
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Page 229
... beams . The beams are then tested in bending to failure . Full - scale beam tests are required only for those end - joint configurations not previously tested in this manner . A. Test beam preparation . Repair procedures are applied to ...
... beams . The beams are then tested in bending to failure . Full - scale beam tests are required only for those end - joint configurations not previously tested in this manner . A. Test beam preparation . Repair procedures are applied to ...
Page 778
... beam is appreciably less than the maximum bending moment in the beam ; and for beams with transverse loads ap- plied to the bottom flange . If the designer wishes to compute more precise values of allowable compressive stress for these ...
... beam is appreciably less than the maximum bending moment in the beam ; and for beams with transverse loads ap- plied to the bottom flange . If the designer wishes to compute more precise values of allowable compressive stress for these ...
Page 948
... ( beams , open - web steel joists , etc. ) , spaced 4 feet or less on center , the average temperature recorded by all joist or beam thermocouples shall not have exceeded 1100 ° F . during the classification period . 5. For specimens ...
... ( beams , open - web steel joists , etc. ) , spaced 4 feet or less on center , the average temperature recorded by all joist or beam thermocouples shall not have exceeded 1100 ° F . during the classification period . 5. For specimens ...
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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