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Page 177
Where such brick do not comply with these requirements, the compressive
strength of brick masonry shall be determined by prism tests. See Section 2418 (c
) 3 B. B. Used brick. Used or salvaged brick shall not be permitted under the ...
Where such brick do not comply with these requirements, the compressive
strength of brick masonry shall be determined by prism tests. See Section 2418 (c
) 3 B. B. Used brick. Used or salvaged brick shall not be permitted under the ...
Page 335
(a) Notations. f'c = specified compressive strength of concrete, psi fct = average
splitting tensile strength of lightweight aggregate concrete, psi (b) General.
Concrete shall be proportioned and produced to provide an average
compressive ...
(a) Notations. f'c = specified compressive strength of concrete, psi fct = average
splitting tensile strength of lightweight aggregate concrete, psi (b) General.
Concrete shall be proportioned and produced to provide an average
compressive ...
Page 416
D = dead loads or related internal moments and forces. e = base of Napierian
logarithms. f'c = specified compressive strength of concrete, psi. vf\. = square root
of specified compressive strength of concrete, psi; or square root of compressive
...
D = dead loads or related internal moments and forces. e = base of Napierian
logarithms. f'c = specified compressive strength of concrete, psi. vf\. = square root
of specified compressive strength of concrete, psi; or square root of compressive
...
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Contents
Effective Use of the Uniform Building Code | 19 |
Part IIDefinitions and Abbreviations | 41 |
Requirements for Group A Occupancies SEC 601 Group A Occupancies Defined | 65 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved assembly automatic sprinkler system bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load diameter distance Division doors edge exceed exit exterior walls factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height horizontal inches installed joints joists lath least length less live load located longitudinal masonry materials maximum metal minimum nails noncombustible occupant load one-hour fire-resistive openings panels percent permitted plastic plate plywood portland cement prestressing protected ratio resist roof rooms shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel structure studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard unit vertical welds width wire wood wood shingles yield strength