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CET 331 Ill. Problem Solving show conversions, Solve the following problems, showing your complete solutions. Be sure to TOPIC: CALCS Ons, units and box in your answers to receive complete credit TE THE ACTUAL STRESSES AND SECTION PROPERTY İN ACOMPOSTE TİMBER T-BEAM 2 K/ft 9. 1-8 FIGURE A: FREE BODY DIAGRAM 8 10 12 A. CALCULATE THE FOLLOWING PARAMETERS: (30 PTs) 1) MOMENT OF INERTIA(ix) 2)SECTION MODULUS (Sx) above and below the neutral axis 3)RADIUS OF GYRATION(r) B. ASSUMING THE Vmax - 25K and the Mmax-100 k-Ft.(15PTS) 1) FIND THE MAXIMUM SHEAR STRESS 2) FIND THE MAXIMUM BENDING STRESS C. BASED ON FIGURE A: (20PTS) 1) CALCULATE THE REACTION TO THE BEAMS (SHOW ALL THE EQUATIONS AND CHECK) 2) DRAW THE SHEAR DIAGRAM 3) DRAW THE BENDING MOMENT PAGE 3 OF 5
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So. A 4 2-62 V.A n.38 Distance +20 = 22 i n 2 2 C. G composite φea 2 7.38

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