1. Determine the End-Moments of the beam shown below. Use the Slope Deflection Method. E = 29x10³ ksi, IAB,CD = 25 in4,
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1. Determine the End-Moments of the beam shown below. Use the Slope Deflection Method. E = 29x10³ ksi, IAB,CD = 25 in4,
1. Determine the End-Moments of the beam shown below. Use the Slope Deflection Method. E = 29x10³ ksi, IAB,CD = 25 in4, IBC,DE = 20 inª. Distances are in feet. Show complete Solutions There is a support settlement of 0.7 inches downward at C. DERECEDEDED8 A x2x3 18 k/ft OB BEBER 3 2,2 25 k/ft 4 * 10 kips x²x2x 28 k/ft 4 E 3 xx