methodsfrom the loadings specified in Art. 9 and are shown in Plate VII.The upper ones are dead load and the lower ones, maximum and min-imum live load stresses. The computations of the stresses in thelateral systems and portal are based on the loadings given in Art.39 of the specifications and are… … 33 two will be used. The effect of the wind stresses upon the cross-seotional area was investigated and found not to he of sufficientimportance to he considered. As for example in the member 1^ Lz thearea required for dead load is 49,500 -5- 20,000 = 2.47 square inchesand that required for live…
Bridges · Concrete bridges · Iron and steel bridges · Theses
Internet Archive · University of Illinois Urbana-Champaign · Public Domain Mark 1.0. Free to use for anything.
