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Page 187
25 - Q . Column Design Sec . 2507. ( a ) Column Classifications . 1. Simple solid wood columns . Simple columns consist of a single piece or of pieces properly glued together to form a single member . 2. Spaced columns , connector ...
25 - Q . Column Design Sec . 2507. ( a ) Column Classifications . 1. Simple solid wood columns . Simple columns consist of a single piece or of pieces properly glued together to form a single member . 2. Spaced columns , connector ...
Page 364
( n ) Transmission of Column Loads Through Floor System . When the specified compressive strength of concrete in a column is greater than 1.4 times that specified for a floor system , transmission of load through the floor system shall ...
( n ) Transmission of Column Loads Through Floor System . When the specified compressive strength of concrete in a column is greater than 1.4 times that specified for a floor system , transmission of load through the floor system shall ...
Page 403
Where metal column capitals are used , account may be taken of their contributions to stiffness and resistance to moment and to shear . Change in length of columns and slabs due to direct stress , and deflections due to shear , may be ...
Where metal column capitals are used , account may be taken of their contributions to stiffness and resistance to moment and to shear . Change in length of columns and slabs due to direct stress , and deflections due to shear , may be ...
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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