120 mm10 kN/mAB-5 mFormül;TTmaks=TL%3D2 =÷(1– 0,630b/a)M-(Izy .z- ly .y) + M,(1..z– lzy.y)Iz.ly – lzy²Gab²Czab³G' 5>5için q = cz =МуO =- T =VQIt2tAOx + dy x- dy cos20 + TrySsin20 , Jort =Ox + dy tan28, =2rxy2Ty =-sin20 + Tgycos20, Omaks.min -2+ ryTmaks =As den = 12 MPa ve tem = 09 MPa for the beam shown in the figure, determine theminimum height h in the loading condition.O 347,22 mmO 338,51 mmO 352,35 mmO 372,39 mmO 360,84 mm

The maximum bending moment in a simply supported beam with uniformly distributed load - M=wL28 where…

120 mm 10 kN/m B 5 m Format TL GyabGSkin -j1-0630b/a) My It - , cos20 + Taysin2e. ut =*, tan20, - sin20 + Tycos20, nakmin ma As Cen = 12 MPa ve Tem = 09 MPa for the beam shown in the figure, determine the minimum height h in the loading condition. 347.22 mm 338.51 mm 352.35 mm 372.39 mm 360.84 mm

120 mm 10 kN/m B 5 m Format TL GyabGSkin -j1-0630b/a) My It - , cos20 + Taysin2e. ut =*, tan20, - sin20 + Tycos20, nakmin ma As Cen = 12 MPa ve Tem = 09 MPa for the beam shown in the figure, determine the minimum height h in the loading condition. 347.22 mm 338.51 mm 352.35 mm 372.39 mm 360.84 mm

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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