Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 211
... determined as follows : BEAM SECTION Circular .. FORM FACTOR ( F ) 1.180 Square ( with diagonal vertical ) ..... 1.414 Lumber I and Box Beams WHERE : Ff Fa = Form factor . = 0.81S ( Fa - .81 ) Depth factor determined in accordance with ...
... determined as follows : BEAM SECTION Circular .. FORM FACTOR ( F ) 1.180 Square ( with diagonal vertical ) ..... 1.414 Lumber I and Box Beams WHERE : Ff Fa = Form factor . = 0.81S ( Fa - .81 ) Depth factor determined in accordance with ...
Page 314
... determined shall be distributed uniformly across the full width of the section . 5. In two - way reinforced footings , the total tension rein- forcement at any section shall provide a moment of resistance at least equal to the moment ...
... determined shall be distributed uniformly across the full width of the section . 5. In two - way reinforced footings , the total tension rein- forcement at any section shall provide a moment of resistance at least equal to the moment ...
Page 408
... determined by adding the number of occupants of the various portions as set forth in Table No. 33 - A . ( h ) More Than One Purpose . For determining exit require- ments the capacity of a building or portion thereof which is used for ...
... determined by adding the number of occupants of the various portions as set forth in Table No. 33 - A . ( h ) More Than One Purpose . For determining exit require- ments the capacity of a building or portion thereof which is used for ...
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