slopefe tutorialasd
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Oasys SlopeFE
Copyright © Oasys 2014
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This document has been created to provide a guide for the use of the software. It does notprovide engineering advice, nor is it a substitute for the use of standard references. The useris deemed to be conversant with standard engineering terms and codes of practice. It is theuser’s responsibility to validate the program for the proposed design use and to selectsuitable input data.
Printed: March 2014
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1 I .................................................................................................................................... 1
2 FE ............................................................................................................... 2
3 FE .................................................................................................................... 3
4 ...................................................................................................................... 5
4.1 G ..................................................................................................... 6
4.2 C I ................................................................................................................... 7
4.2.1 M ......................................................................................... 7
L ................................................................................................................................ 10
G ............................................................................................................... 11
M ........................................................................................................................... 12
4.2.2 I ..................................................................................... 13
4.2.3 E .................................................................................................... 14
5 A ......................................................................................................................................... 17
6 ........................................................................................................................ 18
6.1 G ................................................................................................................... 18
6.2 ...................................................................................................................... 20
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