Uniform Building Code |
From inside the book
Results 1-3 of 73
Page 192
Fb = allowable unit stress for extreme fiber in bending. F'b = allowable unit stress
for extreme fiber in bending, adjusted for slenderness. fh = actual unit stress for
extreme fiber in bending. Fc = allowable unit stress in compression parallel to ...
Fb = allowable unit stress for extreme fiber in bending. F'b = allowable unit stress
for extreme fiber in bending, adjusted for slenderness. fh = actual unit stress for
extreme fiber in bending. Fc = allowable unit stress in compression parallel to ...
Page 205
percent or more, as may occur in exterior and submerged construction. 3.
Curvature factor. For the curved portion of members, the allowable unit stress in
bending shall be modified by multiplication by the following curvature factor: ...
percent or more, as may occur in exterior and submerged construction. 3.
Curvature factor. For the curved portion of members, the allowable unit stress in
bending shall be modified by multiplication by the following curvature factor: ...
Page 502
Lw = increased length to be substituted in column formula to determine allowable
stress for welded column, inches. M = bending moment, inch-kips. Mc = bending
moment at center of span resulting from applied bending loads, inch-kips.
Lw = increased length to be substituted in column formula to determine allowable
stress for welded column, inches. M = bending moment, inch-kips. Mc = bending
moment at center of span resulting from applied bending loads, inch-kips.
What people are saying - Write a review
We haven't found any reviews in the usual places.
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 | |
133 other sections not shown
Other editions - View all
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