Uniform Building Code |
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Page 185
Fr 3V 2bde WHERE : de ( with connectors = the depth of the member less the distance from the unloaded edge of member to the nearest edge of the nearest connector . de ( with bolts only ) the depth of the member less the distance from ...
Fr 3V 2bde WHERE : de ( with connectors = the depth of the member less the distance from the unloaded edge of member to the nearest edge of the nearest connector . de ( with bolts only ) the depth of the member less the distance from ...
Page 282
3 boards all with a medium grain rate of growth . N3C is No. 3 structural joists and planks , or structural light framing grade or No. 3 boards all with coarse grain rate of growth . E - Rated Grades - All Species 1 / 6-2.2E has / edge ...
3 boards all with a medium grain rate of growth . N3C is No. 3 structural joists and planks , or structural light framing grade or No. 3 boards all with coarse grain rate of growth . E - Rated Grades - All Species 1 / 6-2.2E has / edge ...
Page 400
D. When the span adjacent and parallel to an edge is being considered , the distance from edge to panel center line shall be substituted for l2 in Formula ( 13-3 ) . E. Clear span in shall extend from face to face of columns , capitals ...
D. When the span adjacent and parallel to an edge is being considered , the distance from edge to panel center line shall be substituted for l2 in Formula ( 13-3 ) . E. Clear span in shall extend from face to face of columns , capitals ...
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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