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will upvote thank you! please try and be as detailed as possible to further my understanding
Learning Goal: To calculate the normal and shear stresses at a point on the cross section of a column. The state of stress at
Reviei A column with a wide-flange section has a flange width b = 250 mm , height h = 250 mm , web thickness tw = 9 mm, and f
Review Part B - Shear stress Calculate the magnitude of the shear stress at the point due to the internal shear on the sectio
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solutions! би Бумьи, уз 2-oluz 12 шт 3 јат Moment of Inneta quu 2><b434 B4- илиш 2 bx143, + (2z/ч) (12-17 Чуш3 2 1чш І. 12 }oFirst moment bara at point it :- 2тиш 7 44 A (а-во) 231 Чу ги 12 ) (9х3)18+3I/2 +2лоҳјчем8) = (10ш Энг(Got 31/2 ) из96ЧИГ шу

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