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Page 157
Reinforcement at the top and bottom of openings when continuous in the wall may be used in determining the maximum spacing specified in Item No. ( 1 ) above . C. Stack bond . Where stack bond is used , the minimum horizontal ...
Reinforcement at the top and bottom of openings when continuous in the wall may be used in determining the maximum spacing specified in Item No. ( 1 ) above . C. Stack bond . Where stack bond is used , the minimum horizontal ...
Page 273
The following combination is balanced and intended for members continuous or cantilevered over supports and provides equal capacity in both positive and negative bending . 1600 1600 38515 38515 200 1.6 1700 385 175 90 1.5 1100 1650 1.5 ...
The following combination is balanced and intended for members continuous or cantilevered over supports and provides equal capacity in both positive and negative bending . 1600 1600 38515 38515 200 1.6 1700 385 175 90 1.5 1100 1650 1.5 ...
Page 497
Subject to the requirements specified in this section , simple or 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 ...
Subject to the requirements specified in this section , simple or 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 ...
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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