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Page 281
LICL is Ll close grain laminating grade . L2D is L2 laminating grade ( dense ) . L2 is L2 laminating grade ( medium grain ) . L3 is L3 laminating grade ( medium grain for Douglas fir - larch , Douglas fir south and hem - fir ) .
LICL is Ll close grain laminating grade . L2D is L2 laminating grade ( dense ) . L2 is L2 laminating grade ( medium grain ) . L3 is L3 laminating grade ( medium grain for Douglas fir - larch , Douglas fir south and hem - fir ) .
Page 283
When tension laminations are used to obtain the design value for F be shown in Column 16 , the compression perpendicular to grain value , F , 1 , for the tension face may be increased to 650 psi for Douglas fir - larch and southern pine ...
When tension laminations are used to obtain the design value for F be shown in Column 16 , the compression perpendicular to grain value , F , 1 , for the tension face may be increased to 650 psi for Douglas fir - larch and southern pine ...
Page 288
25 - D - PART B - VALUES FOR USE IN COMPUTING WORKING STRESSES WITH FACTORS OF PART A TOGETHER WITH LIMITATIONS REQUIRED TO PERMIT THE USE OF SUCH STRESSES 3 EXTREME FIBER IN BENDING TENSION PARALLEL TO GRAIN COMPRESSION PARALLEL TO ...
25 - D - PART B - VALUES FOR USE IN COMPUTING WORKING STRESSES WITH FACTORS OF PART A TOGETHER WITH LIMITATIONS REQUIRED TO PERMIT THE USE OF SUCH STRESSES 3 EXTREME FIBER IN BENDING TENSION PARALLEL TO GRAIN COMPRESSION PARALLEL TO ...
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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