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Page 127
... shall be determined by the building official . Snow loads in excess of 20
pounds per square foot may be reduced for each degree of pitch over 20 degrees
by R , as determined by the following formula : R . = o - Ź WHERE : R = Snow
load ...
... shall be determined by the building official . Snow loads in excess of 20
pounds per square foot may be reduced for each degree of pitch over 20 degrees
by R , as determined by the following formula : R . = o - Ź WHERE : R = Snow
load ...
Page 521
The effective prestress in the pile shall be not less than 400 pounds per square
inch for piles up to 30 feet in length , 550 pounds per square inch for piles up to
50 feet in length , and 700 pounds per square inch for piles greater than 50 feet
in ...
The effective prestress in the pile shall be not less than 400 pounds per square
inch for piles up to 30 feet in length , 550 pounds per square inch for piles up to
50 feet in length , and 700 pounds per square inch for piles greater than 50 feet
in ...
Page 659
475 pound per foot , cold - rolled channel 3 ' 6 " 142 " - 475 pound per foot , cold -
rolled channel 4 ' 0 " 142 " - 1 . 12 pounds per foot , hot - rolled channel 4 ' 0 " 2 " -
1 . 26 pounds per foot , hot - rolled channel 5 ' 0 " 2 " - . 59 pound per foot ...
475 pound per foot , cold - rolled channel 3 ' 6 " 142 " - 475 pound per foot , cold -
rolled channel 4 ' 0 " 142 " - 1 . 12 pounds per foot , hot - rolled channel 4 ' 0 " 2 " -
1 . 26 pounds per foot , hot - rolled channel 5 ' 0 " 2 " - . 59 pound per foot ...
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Contents
Effective Use of the Uniform Building Code | 19 |
Part Administrative | 25 |
201 | 28 |
Copyright | |
80 other sections not shown
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending building official ceiling Chapter column compression computed concrete conform connections considered construction continuous covering Decking determined diameter direction distance Division doors effective elements equal equipment exceed EXCEPTION exit exterior walls face factor feet fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal inches increased installed joints lateral least length less limited liquids load located lumber masonry materials maximum metal nails noncombustible Occupancies one-hour openings parallel percent permitted placed portion pounds protected reinforcement resist roof rooms Select Structural separation shear side slab solid space span Special specified square feet steel storage story strength stress Structural Stud surface Table tension tests thickness Type U.B.C. Standard units values vertical walls welds wide width wire wood