Structural Steel Drafting and Elementary Design |
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Common terms and phrases
Allowable unit stress American Bridge Company anchor bolts assembling marks assumed bottom chord centre to centre channels chord angles Class E 50 column compression members connection angles consists cos2 cover plates cross-frame dead load detail drawings diagonal diameter dimensions double shear drafting-room draftsman effective depth end stiffeners equal erection diagram erection marks estimator feet field rivets flange angles flange area floor beam gauge lines given gusset plate Hence inch-pounds joint least radius linear foot live load masonry material Maximum stress method necessary neutral axis number of rivets panel load pin-plates plane plate girder pounds per square purlin radius of gyration Required area required number rivet pitch rivets connecting roof truss shear and bearing shown in Figure single shear sketch slope sole plate spacing span square inches stiffener angles stress sheet structural steel struts thickness top chord top flange total stress unsupported length usually vertical weight wheel width
Bibliographic information
| Title | Structural Steel Drafting and Elementary Design |
| Author | Charles Denton Conklin |
| Publisher | John Wiley & Sons, 1915 |
| Length | 154 pages |
| Export Citation | BiBTeX EndNote RefMan |