1)Determine the horizontal and vertical components of the deflection at joint B B 4. 4m 3m C 84 kN A Plate #5 35 kN 4m E = 200 Gpa A 1200 mm²
1)Determine the horizontal and vertical components of the deflection at joint B B 4. 4m 3m C 84 kN A Plate #5 35 kN 4m E = 200 Gpa A 1200 mm²
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 14P
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