The Design of Steel Mill Buildings and the Calculation of Stresses in Framed Structures |
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Contents
STRESSES IN FRAMED STRUCTURES | 3 |
Reactions of a Cantilever Truss | 9 |
Stresses in Framed Structures | 19 |
Copyright | |
59 other sections not shown
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Common terms and phrases
American Bridge Company angles assumed axis beam bridge Calculate the stresses cement cent center of gravity Chapter compression compression members concrete corrugated steel cost dead load stresses deflection deformation designed elastic weights equal equation equilibrium polygon flange floor force polygon formula girder girts glass graphic resolution horizontal inches inertia influence diagram left reaction lineal foot linseed oil live load lower chord maximum and minimum method mill buildings minimum stresses paint pitch plate pole distance Portland cement Pratt truss Problem Problem.—Given purlins radius of gyration rivets roof truss sag rods sash saw tooth Scale of truss sheathing sheets shown in Fig side skylights snow load spaced span square statically indeterminate steel frame stress diagram stresses by graphic stresses due Structural Engineers surface take moments tension thickness tile transverse uniform load ventilators vertical walls Warren truss width
Bibliographic information
| Title | The Design of Steel Mill Buildings and the Calculation of Stresses in Framed Structures |
| Author | Milo Smith Ketchum |
| Edition | 4 |
| Publisher | McGraw Hill Book Company, Incorporated, 1921 |
| Original from | the New York Public Library |
| Digitized | 27 Apr 2006 |
| Length | 632 pages |
| Export Citation | BiBTeX EndNote RefMan |