Uniform Building Code |
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Page 55
... permitted less than 5 feet Protected less than 20 feet Not permitted less than 5 feet Protected less than 10 feet1 Not permitted less than 5 feet Protected less than 20 feet Not permitted less than 5 feet Protected less than 10 feet Not ...
... permitted less than 5 feet Protected less than 20 feet Not permitted less than 5 feet Protected less than 10 feet1 Not permitted less than 5 feet Protected less than 20 feet Not permitted less than 5 feet Protected less than 10 feet Not ...
Page 57
... permitted less than 5 feet Protected less than 20 feet Not permitted less than 3 feet Protected less than 20 feet Not permitted less than 3 feet Protected less than 10 feet Not permitted less than 3 feet Protected less than 20 feet Not ...
... permitted less than 5 feet Protected less than 20 feet Not permitted less than 3 feet Protected less than 20 feet Not permitted less than 3 feet Protected less than 10 feet Not permitted less than 3 feet Protected less than 20 feet Not ...
Page 60
... Permitted Permitted Permitted I ) 1-2 Unlimited 11,300 5,100 Not 5,100 Not 3,900 Not Permitted Permitted Permitted B ) 1-2-33 Unlimited 30,000 13,500 9,000 13,500 9,000 13,500 10,500 6000 B - 4 Unlimited 45,000 20,300 13,500 20,300 ...
... Permitted Permitted Permitted I ) 1-2 Unlimited 11,300 5,100 Not 5,100 Not 3,900 Not Permitted Permitted Permitted B ) 1-2-33 Unlimited 30,000 13,500 9,000 13,500 9,000 13,500 10,500 6000 B - 4 Unlimited 45,000 20,300 13,500 20,300 ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
10 other sections not shown
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength