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The beam section shown below has V = 25 kip. Find the value for the maximum shear stress on this section. Answer = 2.48 ksi

1 in 1 in 10 in v- 25 kip 1 in 8 in

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ven e ivw a) Wilth of flange hicl nas of web (b) Total Weight f Sechon 12 n Moment of Snentia of Section I in le 2 12 563 66 in Centred of shuol Ana Cyc) 12

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