Uniform Building Code |
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Page 129
... Table No. 23 - A for floors and Table No. 23 - C ( either Method 1 or Method 2 ) for roofs shall be permitted in the design of columns , piers , walls , foun- dations , trusses , beams and flat slabs . Except for places of public ...
... Table No. 23 - A for floors and Table No. 23 - C ( either Method 1 or Method 2 ) for roofs shall be permitted in the design of columns , piers , walls , foun- dations , trusses , beams and flat slabs . Except for places of public ...
Page 196
... Tables No. 25 - A - 1 and No. 25 - A - 2 for lumber , and Tables No. 25 - C and No. 25 - D for structural glued - laminated timber . The values for F and F tabulated in Table No. 25 - A - 1 for visually stress - rated lumber and in Table ...
... Tables No. 25 - A - 1 and No. 25 - A - 2 for lumber , and Tables No. 25 - C and No. 25 - D for structural glued - laminated timber . The values for F and F tabulated in Table No. 25 - A - 1 for visually stress - rated lumber and in Table ...
Page 210
... Table No. 25 - J for horizontal diaphragms , and Table No. 25 - K for vertical diaphragms , or may be calculated by principles of mechanics without limitation by using values of nail strength and plywood shear values as specified ...
... Table No. 25 - J for horizontal diaphragms , and Table No. 25 - K for vertical diaphragms , or may be calculated by principles of mechanics without limitation by using values of nail strength and plywood shear values as specified ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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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