IJ. IV EFFICIEiJGIiiS OF Member SPM ALov;er ChordUpper OliordEnd postDiagonalsStringersFloor iDeam Section IZ ax. TotalStress Unit Stress 2-c)/401oop rods 170C0£-4 ^ s and 54000l/4x8 cover pit.209002-5/401oop rods 209006- I s 267090^ Girder 93 6 7 007f 9 I 7896007r Actual Allowablt:lbs.per sq.in…
Bridges · Iron and steel bridges · Theses
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