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 545
ontal load on rod s; {A+B)b . , ^ ^ . ^ = vertical component of the stress m rod s. The compressive stress in any horizontal strut must equal A B. The load on any column 2 must equal D-\ IRON AND STEEL TALL BUILDING CONSTRUCTION. {A-\-B)b 455 , and this wind load must be added to all the other… … FiG. 445. strut to the axis of the column. If this connection is to the axis of the column itself, or ifthe rods connect directly to the centre of the column, the eccentricity is reduced to zero andthe eccentric load becomes a dirjcl load the same as D. The regular load carried 1 y column i resists…
