Uniform Building Code Standards |
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Page 915
... 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 1088
... beam than the floor or roof with which it was tested . The fire - endurance classification developed by this method shall not be applicable to sizes of beams smaller than those tested . Size and Characteristics of Specimen Sec . 43.131 ...
... beam than the floor or roof with which it was tested . The fire - endurance classification developed by this method shall not be applicable to sizes of beams smaller than those tested . Size and Characteristics of Specimen Sec . 43.131 ...
Page 1137
... beam projected across a protected space to a separate light - receiving unit shall not operate with less than 0.2 percent per foot , 0.0087 OD per foot obscuration of its light beam and shall be capable of operating when the light it ...
... beam projected across a protected space to a separate light - receiving unit shall not operate with less than 0.2 percent per foot , 0.0087 OD per foot obscuration of its light beam and shall be capable of operating when the light it ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
½ inch 16 inch accordance adhesive admixture aggregate allowable load applied ASTM average axis base metal beam bending bolt BUILDING CODE STANDARD building official butt butt joints cement combination compression compression members concrete conform connectors cross section depth determined diameter dimensions distance Douglas fir E-rated edge electrode exceed feet fillet welds flange grade groove welds holes horizontal joists knots laminations lams length less limited lumber material maximum medium minimum modulus modulus of elasticity moisture content nominal panel parallel percent permitted perpendicular piece pine pitch plate plywood portland cement pounds per square pozzolan procedure qualification ratio requirements sample shear shear stress slope of grain spacing specified splice square inch stiffeners structural stud submerged arc welding surface Table temperature tensile tensile strength tension test specimens thickness Type U.B.C. Standard Uniform Building Code values weight wide face width wire yield strength Zone