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Outline of simple method for design of Vierendeel trusses with chords of equal moment of inertia, loads being applied only at joints, based on fact that, for these trusses, point of contraflexure exists in each vertical and that, according to theory checked by photoelasticity, this point is at mid-height of vertical. (see also - n 1 Jan 1941 p 93-106, n 6 June p 1157-65; Surveyor v 99 n 2565 Mar 21 1941 p 209-10)
Outline of simple method for design of Vierendeel trusses with chords of equal moment of inertia, loads being applied only at joints, based on fact that, for these trusses, point of contraflexure exists in each vertical and that, according to theory checked by photoelasticity, this point is at mid-height of vertical. (see also - n 1 Jan 1941 p 93-106, n 6 June p 1157-65; Surveyor v 99 n 2565 Mar 21 1941 p 209-10)
Rigid frames without diagonals (Vierendeel truss)
Am Soc Civ Engrs -- Proc
Baes, L. (author)
1941
6 pages
Article (Journal)
English
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