. Proceedings of the annual convention . Note: D^ed Stress In TensionPlotted Above Tlie LineMoment 8 Bending Stress PlottedOn The Tension Side 01Ttie Member. iioar FINAL i:MJ32 —S sire^, 96l«8676=8340 16619 119x8652= 103 24959 1 3071 22319 ) 15360 UNBALANCE■ 2640 ) 22319) S, FIGURE 16 MOMENTS S STRESSES - CLOSED POSITION ) UNBA 197 UNE FINAL IMJ,,679x6528=4430 605x7536=4560312x8136=2540 122 11x5496= 60 9229 5382 1391U 209114503 I1391 I )UNBALANCE = 592 3 FINAL IMJ32 I977ll8676= 17140 = 420023836 605 x8652=523040976 5 15447 39927 3 15050 UNBALANCE = I 049
. Proceedings of the annual convention . Note: D^ed Stress In TensionPlotted Above Tlie LineMoment 8 Bending Stress PlottedOn The Tension Side 01Ttie Member. iioar FINAL i:MJ32 —S sire^, 96l«8676=8340 16619 119x8652= 103 24959 1 3071 22319 ) 15360 UNBALANCE■ 2640 ) 22319) S, FIGURE 16 MOMENTS S STRESSES - CLOSED POSITION ) UNBA 197 UNE FINAL IMJ,,679x6528=4430 605x7536=4560312x8136=2540 122 11x5496= 60 9229 5382 1391U 209114503 I1391 I )UNBALANCE = 592 3 FINAL IMJ32 I977ll8676= 17140 = 420023836 605 x8652=523040976 5 15447 39927 3 15050 UNBALANCE = I 049 5 38927 5. FIGURE 17 MOMENTS S STRESSES - OPEN POSITION Stresses in Counterweight Trusses 59
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