Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
From inside the book
Results 1-3 of 85
Page 167
... continuous reinforced masonry member projecting not less than 3 inches from the face of the wall , or by other approved methods . Joists shall have bearing at least 3 inches in length upon solid masonry at least 24 inches thick ; or ...
... continuous reinforced masonry member projecting not less than 3 inches from the face of the wall , or by other approved methods . Joists shall have bearing at least 3 inches in length upon solid masonry at least 24 inches thick ; or ...
Page 171
... continuous , restrained or cantilever beam , or in any member of a rigid frame shall be adequately anchored by bond ... continuous with the reinforcement which resists moment of opposite sign . Of the positive reinforcement in continuous ...
... continuous , restrained or cantilever beam , or in any member of a rigid frame shall be adequately anchored by bond ... continuous with the reinforcement which resists moment of opposite sign . Of the positive reinforcement in continuous ...
Page 488
... continuous beams , braced and unbraced planar rigid frames , and similar portions of structures rigidly constructed so as to be continuous over at least one interior support may be proportioned on the basis of their maximum strength ...
... continuous beams , braced and unbraced planar rigid frames , and similar portions of structures rigidly constructed so as to be continuous over at least one interior support may be proportioned on the basis of their maximum strength ...
Contents
0000228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
106 other sections not shown
Other editions - View all
Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved assembly bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load Decking diameter distance doors edge exceed exit exterior walls Extreme Fiber factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height installed joints joists laminations length less live load located lumber masonry materials maximum minimum modulus of elasticity nails noncombustible occupant load openings panel percent permitted perpendicular plastic plate plywood portland cement pounds per square prestressing protected psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing slab space span specified in Section splices square feet square inch stairway steel studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard values vertical welds width wire wood wood shingles yield strength