PROBLEM 2 Solve all support reactions using the SLOPE-DEFLECTION METHOD. There are support settlements of 20mm at B and 40mm at C. 25 kN/m H A -8 m- E = 70 GPa T OB T -8 m- I = 1.300 (106) mm²
PROBLEM 2 Solve all support reactions using the SLOPE-DEFLECTION METHOD. There are support settlements of 20mm at B and 40mm at C. 25 kN/m H A -8 m- E = 70 GPa T OB T -8 m- I = 1.300 (106) mm²
Chapter8: Influence Lines
Section: Chapter Questions
Problem 10P
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