standards / manuals / guidelines for small hydro development - AHEC
standards / manuals / guidelines for small hydro development - AHEC
standards / manuals / guidelines for small hydro development - AHEC
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Bending .. .. 1265 kg/sq.cm.Shear .. .. 1265 kg/sq.cm.b) <strong>for</strong> concrete – 1 : 2 : 4Bending .. .. 52.7 kg/sq.cm.Shear .. .. 5.27 kg/sq.cm.Bend .. .. 7.03 kg/sq.cm.2.7.3 Factor of SafetyIndian Adopted by (TNEB)ElectricityRulesa. Fopr steel 2.0 2.5 based on maximumloading conditions (onelastic limit <strong>for</strong> tensionmembers and cripplingload <strong>for</strong> compressionmembers).b. For R. C. 2.5 3.5 on ultimate breakingc. For hand 3.0loadMoulded R. C.RecommendedAs per TNEBPracticeFactory of safety against overturning:a) Steel 2.5b) R. C. 2.02.7.4 Slenderness Ratio (L/R)Ratio of unsupported length (l) to radius of gyration (r) should not exceed;a) 140 <strong>for</strong> leg membersb) 200 <strong>for</strong> other members having calculated stresses only and 250 <strong>for</strong> membershaving nominal stress only.2.7.5 Minimum Thickness <strong>for</strong> Steel Members2.7.6 MaterialSteel employed <strong>for</strong> structures – open hearth steel with a high yield point and an ultimatestrength of not than 3867 kg/sq.cm.The following maximum stresses in lbs. per square inch are assumed <strong>for</strong> outdoorstructures, fabricated out of steel sections manufactured in India;1-15