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Rim 1/2 wm2 = HT , H ( 11 ) t In Eq 11 , R1 is reaction at left end , when both cable and concentrated loads are considered , 81a 83C and equals + + + 1/2 ws ; and H is deflection at point o . Hence , deflection at any point for any ...
DEFLECTION AT CENTER , wls h = 8t ( 17 ) 8 t cos a wmn DEFLECTION AT ANY POINT , hi = ( 18 ) 2 t cos a Cable carrying concentrated loads ; chord inclined . Total deflection at any point is the sum of deflection due to cable alone and ...
If the ratio exceeds 0.035 , a larger track cable , or one of stronger wire , may be used ; either will increase value of t by permitting the use of higher tension in the cable and so decrease the deflection angle at the load .
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Conditions Methods in General
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