Determine the displacement components at node 3 and the element forces for the plane truss shown...
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Determine the displacement components at node 3 and the element forces for the plane truss shown in Figure. Let A = 50x10-4m2 and E = 210 GPa for all elements. (Şekilde gösterilen düzlem kafes kiriş için düğüm 3'teki yer değiştirme bileşenlerini ve eleman kuvvetlerini belirleyiniz.) Tüm elemanlar için A = 50x10-4m? ve E = 210 GPa'dır. (50 Points) 20 m 50 kN 100 kN 40 m 30 m 30 m Determine the displacement components at node 3 and the element forces for the plane truss shown in Figure. Let A = 50x10-4m2 and E = 210 GPa for all elements. (Şekilde gösterilen düzlem kafes kiriş için düğüm 3'teki yer değiştirme bileşenlerini ve eleman kuvvetlerini belirleyiniz.) Tüm elemanlar için A = 50x10-4m? ve E = 210 GPa'dır. (50 Points) 20 m 50 kN 100 kN 40 m 30 m 30 m
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Shiffness meit metod 40 5313 20M Or SOKO 81 180531323312 y om 02 36053... View the full answer
Related Book For
A First Course in the Finite Element Method
ISBN: 978-1305635111
6th edition
Authors: Daryl L. Logan
Posted Date:
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