CE 5351 Lecture Notes - Lecture 7: Sign Convention
Document Summary
1915 by until the pe deflectio y george a. e moment di on method i. Th istribution m s a structura he slope defl method was method for al analysis m flection meth hod was wid developed. beams and dely used fo frames intr or more than roduced in n a decade. By form rotation deflectio ming slope d n angles (or on equation deflection e r the slope ns, member e equations an e angles) ar end momen nd applying re calculate nts are readil joint and s ed. Substitu ly determine shear equilib uting them ed. brium cond back into ditions, the the slope. Slop pe is equival lent to rotati ion for mem mber having small defor rmation. The slo displace are expr ope-deflecti ement metho ressed in ter ion method od. Dis displace splacement ement and ro otation. method s since the eq quilibrium are express sed in term ms of unkn own joint.
