moment of inertia

moment of inertia - element 0 1 2 sums b 8 2 10 h 2 12 2 A...

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element b h A y ref 0 8 2 16 1 16 5.33 1 1 2 12 24 6 144 288 6 2 10 2 20 13 260 6.67 13 sums 60 420 300 20 7 y cen -6 -1 6 Standard element b h A y ref 0 1 0.01 0.01 0.01 0 0 0.01 1 0.01 1 0.01 0.5 0.01 0 0.5 2 1 0.01 0.01 1 0.01 0 1 3 0.01 1 0.01 0.5 0.01 0 0.5 4 1 0.01 0.01 0.01 0 0 0.01 0.07 0.03 0 2.01 0.4 y cen 0 -0.41 1 0 2 6 b1 b2 h 3 1 1 1 4 element b h A y ref 0 1 0.01 0.01 0.01 0 0 0.01 1 0.01 0.99 0.01 0.51 0.01 0 0.51 2 0.97 0.01 0.01 0.99 0.01 0 0.99 3 0.01 0.99 0.01 0.51 0.01 0 0.51 4 1 0.01 0.01 0.01 0 0 0.01 0.07 0.03 0 2.02 y bar A*y bar I element y c = y bar A*y bar I element y c = y bar A*y bar I element
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0.4 y c =
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I.elem.ref 16 864 3380 4260 4560 I.elem.cen 576 24 720 1320 1620 I.elem.ref failure wt 0 0 0.01 0 0 0.02 0.02 1457.99 I.elem.cen 0 -0.41 0 0.52 0.52 0.53 I.elem.ref 0 0 0.01 0 0 0.02 0.02 A*y 2 A*y 2 A*y 2 A*y 2 A*y 2
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Standard Panel lemenbh A y ref .elem.ref 0 ### ### 4 0.5 2 0.33 0.5 1 1 ### ### 4 2 8 5.33 2 16 2 ### ### 4 4.5 18 0.33 4.5 81 12 28 6.0 7 98 104 2.33 y cen .elem.cen 0 1.83 13.44 1 0.33 0.44 2 2.17 18.78 32.67 38.67 y bar A*y bar I element A*y 2 y c = A*y 2
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moment of inertia - element 0 1 2 sums b 8 2 10 h 2 12 2 A...

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