The theory and practice of modern framed structures : designed for the use of schools, and for engineers in professional practice (1897)
Johnson, J. B. (John Butler), 1850-1902, Bryan, C. W. (Charles Walter), 1863-1927, Turneaure, Frederick Eugene, 1886- · New York : J. Wiley & Sons · leaf 132
e stress in EFmay be found by assuming that the stress at D in DD is equal to that atE, and that the piece EF takes the remaining moment. Thus with centreof moments at C, Fig. 157. hor. comp. EF X (/+ e) = H X c — stress in ED X e. The web members between E and E take the shear V, and to the right… … 114 MODERN FRAMED STRUCTURES. as not capable of resisting bending moment at their bases, A and A in the figures. Wherethey are so well anchored to the masonry, however, that the ends are fixed in position, thestresses in the portal and in the posts are very much reduced. With a well-designed…
