Hidden fields
Books Books
" ... wide, 5 per cent above or 3 per cent below the theoretical weight. When 100 inches wide and over, 10 per cent above or 3 per cent below the theoretical weight. "
Cambria Steel: A Handbook of Information Relating to Structural Steel ... - Page 314
by Cambria Steel Co - 1901 - 428 pages
Full view - About this book

Cambria Steel: A Handbook of Information Relating to Structural Steel ...

Cambria Steel Co - Building - 1913 - 524 pages
...following: Up to 75 inches wide, 2| per cent, above or 2J per cent, below the theoretical weight. 75 inches wide up to 100 inches wide, 5 per cent, above or 3...per cent. below the theoretical weight. c. For all piates ordered to gauge there will be permitted an average excess of weight over that corresponding...
Full view - About this book

Practical Steel Construction: Dealing with All Phases in the Construction of ...

Frederick Thomas Hodgson - Building, Iron and steel - 1913 - 166 pages
...in. wide, 2% per cent above or 2% per cent below the theoretical weight; 75 in. wide up to 100 in. wide, 5 per cent above or 3 per cent below the theoretical weight. When 100 in. wide and over, 10 per cent above or 3 per cent below the theoretical weight. (c) For all plates...
Full view - About this book

Handbook for Machine Designers and Draftsmen

Frederick Arthur Halsey - Business & Economics - 1913 - 524 pages
...theoretical weight; 75 ins. wide up to ico ins. wide, 5 per cent, below the theoretical weight; when 100 ins. wide and over, 10 per cent, above or 3 per cent, below the theoretical weight. (g) For all plates ordered to gage there will be permitted an average excess of weight over that corresponding...
Full view - About this book

Design of Plate Girders

Lewis Eugene Moore - Bridges - 1913 - 312 pages
...Seventy-five inches and up to 100 in. wide, 5 per cent. above or 3 per cent. below. (c) One hundred inches wide and over, 10 per cent. above or 3 per cent. below. (108) Plates, when ordered to gage, will be accepted if they measure not more than 0.01 in. below the...
Full view - About this book

Year-book

Building materials - 1913 - 420 pages
...or below. (b) 75 ins. and up to 100 ins. wide, 5 per cent. above or 3 per cent. below. (c) 100 ins. wide and over, 10 per cent. above or 3 per cent. below. 107. Plates when ordered to gauge will be accepted if they measure not more than o.o1 in. below the...
Full view - About this book

Erection and Inspection of Iron and Steel Constructions: Written for the Use ...

Lupescu Morris Bernfeld - Building, Iron and steel - 1913 - 252 pages
...inches wide, when ordered to weight, shall not average more than 2^ per cent. variation above or 2^2 per cent. below the theoretical weight. When 100 inches wide and over, 5% above or 5% below the theoretical weight. b. Plates under 12^ pounds per sq. foot when ordered to...
Full view - About this book

Ryerson's Ready Reference, the Steel-service Book: A Complete Hand Book and ...

Joseph T. Ryerson & Son - Steel - 1913 - 408 pages
...100 inches in width, 5 per cent above or 3 per cent below the specified weight. 100 inches in width and over, 10 per cent above or 3 per cent below the specified weight. (b) WHEN ORDERED TO GAUGE. — The thickness of each plate shall 'not vary more than...
Full view - About this book

Pocket Companion for Engineers, Architects and Builders, Containgin Useful ...

Carnegie Steel Company - Building, Iron and steel - 1913 - 412 pages
...100 inches in width, 5 per cent, above or 3 per cent. below the specified weight; 100 inches in width and over, 10 per cent, above or 3 per cent, below the specified weight. (6) When Ordered to Gage.@The thickness of each plate shall not vary more than 0.01...
Full view - About this book

Forgecraft

Charles Philip Crowe - Forging - 1913 - 200 pages
...inches wide, when ordered to weight, shall not average more than 254 per cent variation above or '2l/2 per cent below the theoretical weight. When 100 inches wide and over 5 per cent above or 5 per cent below the theoretical weight. Plates under \2l/2 pounds per square foot,...
Full view - About this book

Experimental Engineering and Manual for Testing

Rolla Clinton Carpenter, Herman Diederichs - Building materials - 1913 - 1352 pages
...inches wide, when ordered to weight, shall not average more than aj per cent variation above or 2* per cent below the theoretical weight. When 100 inches wide and over, 5 per ant above or 5 per cent below the theoretical weight. b. Plates under I2i pounds per square foot,...
Full view - About this book




  1. My library
  2. Help
  3. Advanced Book Search
  4. Download EPUB
  5. Download PDF