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Page 216
m.c. ) Select Structural 1000 1200 2 " to 4 " 875 1000 thick 725 825 2 " to 4 " 400 450 wide 875 1000 400 450 Construction Standard Utility 2 " to 4 " thick 4 " wide 525 300 150 600 325 150 Select Structural No. 1 No. 2 No.
m.c. ) Select Structural 1000 1200 2 " to 4 " 875 1000 thick 725 825 2 " to 4 " 400 450 wide 875 1000 400 450 Construction Standard Utility 2 " to 4 " thick 4 " wide 525 300 150 600 325 150 Select Structural No. 1 No. 2 No.
Page 221
Dense Select Structural Select Structural Dense No. 1 No. ... 2 through 9 ) 1350 1150 1200 1000 85 85 Selected Decking Commercial Decking Decking - 2000 1650 Il - 1,800,000 1.700.000 675 550 EASTERN WHITE PINE ( Surfaced dry or surfaced.
Dense Select Structural Select Structural Dense No. 1 No. ... 2 through 9 ) 1350 1150 1200 1000 85 85 Selected Decking Commercial Decking Decking - 2000 1650 Il - 1,800,000 1.700.000 675 550 EASTERN WHITE PINE ( Surfaced dry or surfaced.
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m.c. EASTERN HEMLOCK - TAMARACK ( NORTH ) Select Structural 1800 2050 1050 85 No. 1 1500 1750 900 85 No. 2 725 85 No. 3 700 800 400 85 Appearance 875 85 Stud 700 800 400 85 555 555 555 555 555 555 1350 1050 850 525 1300 525 525 300 150 ...
m.c. EASTERN HEMLOCK - TAMARACK ( NORTH ) Select Structural 1800 2050 1050 85 No. 1 1500 1750 900 85 No. 2 725 85 No. 3 700 800 400 85 Appearance 875 85 Stud 700 800 400 85 555 555 555 555 555 555 1350 1050 850 525 1300 525 525 300 150 ...
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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