Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 112
... designed for appropriate loads as approved by the Building Official . Greenhouses , lath houses , residential patio structures and agricultural buildings shall be designed for a vertical live load of not less than 10 pounds per square ...
... designed for appropriate loads as approved by the Building Official . Greenhouses , lath houses , residential patio structures and agricultural buildings shall be designed for a vertical live load of not less than 10 pounds per square ...
Page 114
... designed and constructed to withstand upward pressures equal to one and one - fourth times those values set forth in Table No. 23 - E . The upward pressures shall be assumed to act over the entire roof area . ( d ) Roofs with Slopes ...
... designed and constructed to withstand upward pressures equal to one and one - fourth times those values set forth in Table No. 23 - E . The upward pressures shall be assumed to act over the entire roof area . ( d ) Roofs with Slopes ...
Page 360
... designed on the assumption of full or partial end restraint shall be designed to carry the shears and moments caused by conti- nuity without exceeding the unit stresses prescribed in Sec- tion 2702 ( b ) . Sec . 2710. Horizontal framing ...
... designed on the assumption of full or partial end restraint shall be designed to carry the shears and moments caused by conti- nuity without exceeding the unit stresses prescribed in Sec- tion 2702 ( b ) . Sec . 2710. Horizontal framing ...
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