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(10 points) The cross-section shown below has a moment of inertia I, 1829.60 in and a centroid y = 6.58 in as shown. Use shea

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zon A Giveni V= 120 lip. I2 = 1829.60 in 6.58 in. A 1 2ein B IB 5.42in Sina N wolet n Shear stress, 4-c58 in D 2in E E Z: VQ2.

Section B.B Qc Ag = (20x2)(5.42 - 235 40 4.42 d I20. 176.8 in). 5.42 coin E. VO ID 120x18x116,8 1829.64 20 2. 586.20 lb/in² (3.

w Section - DD Q= Ay (15*2)x(6.58-26) 30x 15.78 clotou in Z-VQ 120x13x 1674 Ib 1829-6x15 А 3 16.58in D Izin (sin Z=131.96 Ubl4.

Section & in, Shear Stress Cksis 0 A-A 176.8 B-B 05862 Neutral Axis 188.4964 6-1815 162.4 0.7319 o E-F A Kiplina 1997 Kiplin1.

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