Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 195
... beam except at point of support and as hereinafter provided . Where girders , beams , or joists are notched at ... beam at the notch . h = total depth of beam . Where notches or holes are made in other portions of the beam , the net ...
... beam except at point of support and as hereinafter provided . Where girders , beams , or joists are notched at ... beam at the notch . h = total depth of beam . Where notches or holes are made in other portions of the beam , the net ...
Page 211
... beam . P q = Ratio of thickness of web or webs to the full width of beam . 6. Tapered faces . No taper shall be permitted on the ten- sion side of any simple beam . For other members subject to bending , the slope of tapered faces ...
... beam . P q = Ratio of thickness of web or webs to the full width of beam . 6. Tapered faces . No taper shall be permitted on the ten- sion side of any simple beam . For other members subject to bending , the slope of tapered faces ...
Page 251
... beam . Isolated beams in which the T - form is used only for the purpose of providing additional compression area ... beam , nor six times the thickness of the slab , nor one - half the clear distance to the next beam . Where the ...
... beam . Isolated beams in which the T - form is used only for the purpose of providing additional compression area ... beam , nor six times the thickness of the slab , nor one - half the clear distance to the next beam . Where the ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength