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Page 31
Area separation walls shall extend to the outer edges of horizontal projecting elements such as balconies , roof overhangs , canopies , marquees or architectural projections . EXCEPTION : When horizontal projecting elements do not ...
Area separation walls shall extend to the outer edges of horizontal projecting elements such as balconies , roof overhangs , canopies , marquees or architectural projections . EXCEPTION : When horizontal projecting elements do not ...
Page 122
the weight of the diaphragm and the elements tributary thereto at level x , including 25 percent of the floor live load in storage and warehouse occupancies . The force Fox determined from Formula ( 12-9 ) need not exceed 0.30Z7w ...
the weight of the diaphragm and the elements tributary thereto at level x , including 25 percent of the floor live load in storage and warehouse occupancies . The force Fox determined from Formula ( 12-9 ) need not exceed 0.30Z7w ...
Page 474
( b ) Stiffened Elements Under Compression . Stiffened compression elements are those having lateral support along both edges which are parallel to the direction of the compression stress . The width of such elements shall be the ...
( b ) Stiffened Elements Under Compression . Stiffened compression elements are those having lateral support along both edges which are parallel to the direction of the compression stress . The width of such elements shall be the ...
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved axial bars beam bearing bending building official Chapter column combination comply compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined direction distance Division edge effective elasticity elements equipment exceed EXCEPTION exit exterior walls face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal hour inches increased inspection installed joints lateral least length less limited live load located masonry materials maximum modulus nails Occupancies one-hour openings panel parallel percent permitted placed portion protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab space span specified square steel storage story strength stress Structural Stud surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wood