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Page 115
Where prescribed wind loads produce higher stresses , such loads shall be used in lieu of the loads resulting from earthquake forces . ( b ) Definitions . The following definitions apply only to the provisions of this section : BASE OF ...
Where prescribed wind loads produce higher stresses , such loads shall be used in lieu of the loads resulting from earthquake forces . ( b ) Definitions . The following definitions apply only to the provisions of this section : BASE OF ...
Page 120
The distribution of these forces shall be according to the gravity loads pertaining thereto . For applicable forces on diaphragms and connections for exterior panels , refer to Sections 2312 ( j ) 2 C and 2312 ( j ) 3C .
The distribution of these forces shall be according to the gravity loads pertaining thereto . For applicable forces on diaphragms and connections for exterior panels , refer to Sections 2312 ( j ) 2 C and 2312 ( j ) 3C .
Page 431
DESIGN LOAD COMBINATIONS are combinations of factored loads and forces specified in Sections 2609 ( c ) and 2625 ( c ) 4 . DEVELOPMENT LENGTH FOR A BAR WITH A STANDARD HOOK is the shortest distance between the critical section ( where ...
DESIGN LOAD COMBINATIONS are combinations of factored loads and forces specified in Sections 2609 ( c ) and 2625 ( c ) 4 . DEVELOPMENT LENGTH FOR A BAR WITH A STANDARD HOOK is the shortest distance between the critical section ( where ...
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
119 other sections not shown
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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