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Plastic modulus of top flange S f = TB /4 2 Horizontal Moment Capacity of Top flange 2 Mx   b/mLT mLT = 1.0 Mx = 165.4 < 165.9 / 1.0 Adequate wrt to Lateral torsional bucklingĪdequate w rt to lateral torsional buckling Partial torsional restraint against rotation about longitudinal axis provided by connection of bottom flange to supports Loading condition : Normal assuming that rail are not on resilient pads No allowance is required as the bolts are in the compression flange at supports Lateral Torsional BucklingĬondition of restraint = Compression flange laterally unrestrained. Section Moment capacity = Mc = 429.8 kNm Ultima Ultimate te Moment Moment action action about about majo majorr axis axis = 165.4 165.4 kNm Section is adequate wrt to flexure

Secion properties Flange width = B= 173.2 mm Outside height = D = 363.4 mm Flange thickness = T= 15.7 mm Web thickness = t= 9.1 mm Depth between fillets = d= 311.6 mm Table 9 Maximum deflection at service = 6.74 mm Girder Section = 356x171圆7 356x171圆7.Ultimate Shear through major axis = 217.7 kN.Ultimate Moment about major axis = 165.4 kNm.In no way does claim ownership or responsibility for such items, and you should seek legal consent for any use of such materials from its owner.Based on the analysis critical member actions are as follows Savannah College Of Art And Design Interior Design |Īny content, trademark/s, or other material that might be found on the website that is not property remains the copyright of its respective owner/s. Unclaimed Freight Furniture Sioux Falls |

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