. Stresses in railway structures on curves . 81. 82 TABLE 7. Shears in Both Trusses for Curved Track. Panel Equivalentuniiorm LoadBin Outer Truss Inner Truss InfluenceAreas Shearsin lbs. InfluenceAreas Shearsin lbs A B 3100 328,800 24b ,500 B C 3190 257,800 177 ,200 C D 2305 187 ,800 125,200 D E 3430 123,300 84,500 E F 3510 68,700 51,000 F G 3770 31,000 26,200 G H 3850 7 ,390 7 ,240 bending moments at the panel points in the trusses for straight track and for curved track. The influence ordinates for the
. Stresses in railway structures on curves . 81. 82 TABLE 7. Shears in Both Trusses for Curved Track. Panel Equivalentuniiorm LoadBin Outer Truss Inner Truss InfluenceAreas Shearsin lbs. InfluenceAreas Shearsin lbs A B 3100 328,800 24b ,500 B C 3190 257,800 177 ,200 C D 2305 187 ,800 125,200 D E 3430 123,300 84,500 E F 3510 68,700 51,000 F G 3770 31,000 26,200 G H 3850 7 ,390 7 ,240 bending moments at the panel points in the trusses for straight track and for curved track. The influence ordinates for the outer and inner trusses for curved track &re found in the same manner as those for reactions or shears from the formulae Ordin. = r-(b + 2e + b 2qh) and Ordin. = —(b - 2e) respectively. Their calculations willnot be shown here. The maximum bending moments at different panel points ineach truss for straight track from Coopers E-50 loading are givenin Table 8 with the influence areas and equivalent uniform influence areas and the
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