Beams Equations 62 12 Stiffness Matrix Tk 12 6l 12 6l 66 12 6l 62 21 62 27 61 4l 2 0 With A Hinge At Its Right E 1 (29.12 KiB) Viewed 43 times
Beams Equations 62 12 Stiffness Matrix Tk 12 6l 12 6l 66 12 6l 62 21 62 27 61 4l 2 0 With A Hinge At Its Right E 2 (29.12 KiB) Viewed 43 times
Beams Equations 62 12 Stiffness Matrix Tk 12 6l 12 6l 66 12 6l 62 21 62 27 61 4l 2 0 With A Hinge At Its Right E 3 (29.12 KiB) Viewed 43 times
Beams Equations; 62 12 Stiffness Matrix Tk 12 6L 12 6L -66 12 --6L -62 21 62 27 --61. 4L 2 0 With a hinge at its right end ЗЕІ 1 L -1 0 - 0 1 0 0 0 0 1 0 -1 0 0 With a hinge at its left end 3E a 0 0 0 0 - 1 - 1. Degrees of freedom? 2. Displacements and rotations? E = 210G Pa, I = 2 . 10-*m* 5 KN S KN 31 1m 1m
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