What people are saying - Write a review
We haven't found any reviews in the usual places.
Effective Use of the Uniform Building Code
Part IIDefinitions and Abbreviations
Requirements for Group A Occupancies
81 other sections not shown
Other editions - View all
12 inches allowable stress applied approved axial bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete conform dead load Decking diameter distance doors edge exceed exit exterior walls fiber fire-resistive rating flange flexural foot Formula frame gauge girders grade Group grout gypsum gypsum plaster gypsum wallboard height horizontal inspection installed joints joists least length less live load located masonry materials maximum minimum nails noncombustible occupant load openings panel partitions percent permitted plastic plate plywood portland cement pounds per square prestressed concrete prestressing protected ratio reinforcement resist roof Select Structural shear stress shear walls sheathing side slab space frame spaced span specified in Section splices square feet square inch stairway steel studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength