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1500 lbf Problem 4 For the below beam, determine the minimum yield strength to have a safety factor of n = 2 based on the dis

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Step) To find maxumlom bending momente masumlom bomo 15oolbf 250 lbflin Juvexa k sk 32 RC T8 RB (H) EFG =0 – 1500 + RB-(250+3Immax ) = 26281.25 lb-in Steps: Find I of given cross-section B = - = 0.5, 5,= 1+4 = 3. Az = (481)=4, A, = 46124 y = AlytazoAt Extrcome fibres T20 is stress the design criteria bending 6 = Imax man mast I = 26281.250 3.25 18.166 - 47010864 Iblin? 24

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