Item: Statiski nenoteicama rāmja aprēķins programmā ANSYS
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ID number:295221

Author: Liebherr (15)

Evaluation:

Published: 20.02.2011.

Language: Latvian

Level: College/University

Literature: n/a

References: Not used

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Extract

GEM (lietojot ANSYS)

Inerces momentu attiecība vertikālos un horizontālos stieņos (Iv/Ih = 2) :
Tika ņemti 2 šķērsgriezuma profili (kvadrāti) :

[1] Laukums 0.01m2 [2] Laukums 0.01414m2

Inerces moments 8.33*10‐6m4
Inerces moments 16.66*10‐6m4
Malas garums 0.1m Malas garums 0.1189m

Elastības modulis E = 2.1*1011Pa
Puasona koeficients ν = 0.3 …

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Statiski nenoteicama rāmja aprēķins programmā ANSYS