The simply supported beam in Figure below supports uniformly distributed characteristic dead and imposed loads of...

 

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The simply supported beam in Figure below supports uniformly distributed characteristic dead and imposed loads of Gk kN/m and Qk kN/m respectively, as well as a characteristic imposed point load of 30 kN at mid span. Assuming the beam is fully laterally restrained and there is nominal torsional restrain at supports. Check the suitability of UB section in S275 steel to satisfy bending, shear and deflection considerations. P UB Sections i. 457 x 191 x 161 kg/m ii. 457 x 191 x 133 kg/m iii. 457 x 191 x 106 kg/m iv. 457 x 191 x 98 kg/m v. 457 x 191 x 89 kg/m và 457 x 191 x 82 kg/m vii. 457 x 191 x 72 kg/m viii. 457 x 191 x 67 kg/m с 10 motos Gk kN/m 5. 6 7 8 30 kN imposed load Gk kN/m Qk kN/m 9 6 7 Qk kN/m 7 8 9 10 11 9 10 11 Re Student 4619 4971 5099 5101 5205 5207 $259 6841 The simply supported beam in Figure below supports uniformly distributed characteristic dead and imposed loads of Gk kN/m and Qk kN/m respectively, as well as a characteristic imposed point load of 30 kN at mid span. Assuming the beam is fully laterally restrained and there is nominal torsional restrain at supports. Check the suitability of UB section in S275 steel to satisfy bending, shear and deflection considerations. P UB Sections i. 457 x 191 x 161 kg/m ii. 457 x 191 x 133 kg/m iii. 457 x 191 x 106 kg/m iv. 457 x 191 x 98 kg/m v. 457 x 191 x 89 kg/m và 457 x 191 x 82 kg/m vii. 457 x 191 x 72 kg/m viii. 457 x 191 x 67 kg/m с 10 motos Gk kN/m 5. 6 7 8 30 kN imposed load Gk kN/m Qk kN/m 9 6 7 Qk kN/m 7 8 9 10 11 9 10 11 Re Student 4619 4971 5099 5101 5205 5207 $259 6841