Uniform Building Code |
From inside the book
Results 1-3 of 38
Page 224
000 Selected Decking Commercial Decking Decking I ! 2150 1800 ( Surfaced at
15 % max . m . c . and used at 15 % max . m . c . ) 1 , 900 , 000 1 , 700 , 000
Dense Select Structural Select Structural Dense No . 1 No . 1 Beams and
Stringers ...
000 Selected Decking Commercial Decking Decking I ! 2150 1800 ( Surfaced at
15 % max . m . c . and used at 15 % max . m . c . ) 1 , 900 , 000 1 , 700 , 000
Dense Select Structural Select Structural Dense No . 1 No . 1 Beams and
Stringers ...
Page 225
... 11 ) 385 385 Select 1750 2000 Commercial Decking 1450 1650 DOUGLAS
FIR SOUTH ( Surfaced dry or surfaced green . Used at 19 % max . m . c . ) Select
Structural 2 " to 4 " 2000 2300 1150 No . 1 & Appearance thick 1700 1950 975
No .
... 11 ) 385 385 Select 1750 2000 Commercial Decking 1450 1650 DOUGLAS
FIR SOUTH ( Surfaced dry or surfaced green . Used at 19 % max . m . c . ) Select
Structural 2 " to 4 " 2000 2300 1150 No . 1 & Appearance thick 1700 1950 975
No .
Page 232
... ( See footnotes 2 through 12 ) 70 Selected Decking Commercial Decking
Decking 1600 1350 1 , 500 , 000 1 , 400 , 000 Selected Decking Commercial
Decking Decking 1700 1450 ( Surfaced at 15 % max . m . c . and used at 15 %
max . m . c . ) ...
... ( See footnotes 2 through 12 ) 70 Selected Decking Commercial Decking
Decking 1600 1350 1 , 500 , 000 1 , 400 , 000 Selected Decking Commercial
Decking Decking 1700 1450 ( Surfaced at 15 % max . m . c . and used at 15 %
max . m . c . ) ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
Effective Use of the Uniform Building Code | 18 |
497 | 36 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
91 other sections not shown
Other editions - View all
Common terms and phrases
accordance allowable applied approved axial bars beam bearing bending bolts building building official Chapter column compression compressive stress computed concrete conform connections considered construction continuous cover Decking depth determined diameter direction distance Division edge effective elements equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange flexural floor foot forces Formula frame girders grade Grain greater Group height horizontal inches joints lateral least length less limited live load load located lumber masonry materials maximum Occupancies openings panel parallel percent permitted placed plate portion pounds prestressing protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab spacing span specified splices square inch steel strength stress Structural Stud surface Table taken tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood yield