Effects of Cambering of Steel WF Beams

by H.H. Hill,

Serial Information: Journal of the Structural Division, 1957, Vol. 83, Issue 1, Pg. 1-15

Document Type: Journal Paper


Method of determining residual stresses gives rational approach to analysis; stresses produced by subsequent loading, based on allowable stress of 18,000 psi also presented; procedure for deflections, of value in determining required moment to produce given camber; set of curves show magnitude of residual stress for any required camber, when beam is reloaded.

Subject Headings: Steel beams | Stress analysis | Maximum loads | Residual stress | Load factors | Displacement (mechanics) | Moment (mechanics) | Curved beams

Services: Buy this book/Buy this article


Return to search