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1. Determine the End Moments of the Beam Shown. Use the Three Moment Equation. E = 205 GPa, IAb.cD= 250x10 mm, IBc = 400 x106 mm. Distance are in meters. Show complete Solutions. There is a support settlement of 10mm downward at C. 25 kN/m 15 kN/m 15 kN/m 10 kN 8 kN 2m A OB C. 6. 2, 4

1. Determine the End Moments of the Beam Shown. Use the Three Moment Equation. E = 205 GPa, IAb.cD= 250x10 mm, IBc = 400 x106 mm. Distance are in meters. Show complete Solutions. There is a support settlement of 10mm downward at C. 25 kN/m 15 kN/m 15 kN/m 10 kN 8 kN 2m A OB C. 6. 2, 4

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Having trouble solving the beam shown. Please help me solve it using Three Moment Equation as stated in the problem. Thank you very much for your help

1. Determine the End Moments of the Beam Shown. Use the Three Moment Equation. E = 205 GPa, IAb.cD= 250x10 mm, IBc = 400 x106 mm. Distance are in meters. Show complete Solutions. There is a support settlement of 10mm downward at C. 25 kN/m 15 kN/m 15 kN/m 10 kN 8 kN 2m A OB C. 6. 7 4
Transcribed Image Text:1. Determine the End Moments of the Beam Shown. Use the Three Moment Equation. E = 205 GPa, IAb.cD= 250x10 mm, IBc = 400 x106 mm. Distance are in meters. Show complete Solutions. There is a support settlement of 10mm downward at C. 25 kN/m 15 kN/m 15 kN/m 10 kN 8 kN 2m A OB C. 6. 7 4
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