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Last modified by Fredrik Lagerström on 2020/04/01 07:38
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1 | {{box cssClass="floatinginfobox" title="**Contents**"}} | ||
2 | {{toc/}} | ||
3 | {{/box}} | ||
4 | |||
5 | (% class="lead" id="HAboutFEM-Design" %) | ||
6 | = {{id name="About FEM-Design"/}}About FEM-Design = | ||
7 | |||
8 | ((( | ||
9 | (% style="text-align: justify;" %) | ||
10 | FEM-Design offers a powerful, yet easy to use package that can be tailored to suit the exact analysis and design needs of the structural engineers using the finite element method. | ||
11 | ))) | ||
12 | |||
13 | ((( | ||
14 | (% style="text-align: justify;" %) | ||
15 | As FEM-Design is a full 64-bit software, all memory of the computer can be utilized. In previous 32-bit versions the memory usage was limited to 2 Gigabytes, which could cause out of memory error message when displaying results at large models. The analysis core was already 64-bit in earlier versions. | ||
16 | |||
17 | |(% style="width:121px" %)[[image:warning.png]]|(% style="width:1369px" %)32-bit operating systems are not supported anymore! | ||
18 | |||
19 | (% style="text-align:justify" %)FEM-Design runs on Microsoft Windows® Vista, 7, 8, and 10 operation systems. Single elements or a complete building, made from any number of materials and structural elements can be analyzed with ease related to Eurocode 2, Eurocode 3, Eurocode 5 and Eurocode 7. | ||
20 | ))) | ||
21 | |||
22 | ---- | ||
23 | |||
24 | |||
25 | (% class="lead" id="HModules" %) | ||
26 | = {{id name="Modules"/}}Modules = | ||
27 | |||
28 | The FEM-Design software system is a group of modules developed for different 2 and 3 dimensional structural problems, but it provides additional special features such as 2D drawing services and 3D solid modeling too. | ||
29 | |||
30 | The list of available FEM-Design modules depends on your license. | ||
31 | |||
32 | The following tables present the features and functionality of FEM-Design modules. | ||
33 | |||
34 | |(% colspan="7" style="background-color:#1d5998" %)(% style="color:#ffffff; font-size:14px" %)**3D Modules** | ||
35 | |(% style="background-color:#f4f4f4; width:523px" %) |(% style="background-color:#f4f4f4; width:181px" %)Analysis|(% style="background-color:#f4f4f4; width:204px" %)Foudation Design|(% style="background-color:#f4f4f4; width:140px" %)RC Design|(% style="background-color:#f4f4f4; width:154px" %)Steel Design|(% style="background-color:#f4f4f4; width:136px" %)Timber Design|(% style="background-color:#f4f4f4; width:140px" %)File format | ||
36 | |(% style="width:523px" %)((( | ||
37 | **3D Structure** | ||
38 | |||
39 | Combinations of shell elements, slabs, walls, bars, beams, columns and foundation elements with arbitrary loads. | ||
40 | |||
41 | [[image:commandcenter_fd3dstruct_00100.png||height="75" width="75"]] | ||
42 | )))|(% style="width:181px" %)((( | ||
43 | Linear | ||
44 | Non-linear | ||
45 | Dynamic | ||
46 | Imperfections | ||
47 | Second order | ||
48 | Stability | ||
49 | Seismic | ||
50 | Cracked-section | ||
51 | )))|(% style="width:204px" %)((( | ||
52 | Isolated foundation | ||
53 | Wall foundation | ||
54 | Foundation slab | ||
55 | )))|(% style="width:140px" %)((( | ||
56 | RC shell | ||
57 | RC bar | ||
58 | Punching | ||
59 | )))|(% style="width:154px" %)((( | ||
60 | Steel bar | ||
61 | Steel bar-shel | ||
62 | )))|(% style="width:136px" %)((( | ||
63 | Timber bar | ||
64 | Timber panel | ||
65 | )))|(% style="width:140px" %).str | ||
66 | |(% style="width:523px" %)((( | ||
67 | **3D Frame** | ||
68 | |||
69 | Two and three - dimensional frames and trusses with arbitrary loads. | ||
70 | [[image:commandcenter_fd3dframe_00100.png||height="75" width="75"]] | ||
71 | |||
72 | |||
73 | )))|(% style="width:181px" %)((( | ||
74 | Linear | ||
75 | Non-linear | ||
76 | Dynamic | ||
77 | Imperfections | ||
78 | Second order | ||
79 | Stability | ||
80 | Seismic | ||
81 | Cracked-section | ||
82 | )))|(% style="width:204px" %) |(% style="width:140px" %)((( | ||
83 | RC bar | ||
84 | )))|(% style="width:154px" %)((( | ||
85 | Steel bar | ||
86 | )))|(% style="width:136px" %)((( | ||
87 | Timber bar | ||
88 | )))|(% style="width:140px" %).frm | ||
89 | |(% style="width:523px" %)((( | ||
90 | **Steel Joint** | ||
91 | |||
92 | Total of 51 solutions and 7 steel joint types (according to the Swedish Institute of Steel Construction). | ||
93 | |||
94 | [[image:commandcenter_fdsjoint_00100.png||height="75" width="75"]] | ||
95 | )))|(% style="width:181px" %) |(% style="width:204px" %) |(% style="width:140px" %) |(% style="width:154px" %) |(% style="width:136px" %) |(% style="width:140px" %) | ||
96 | |(% style="width:523px" %) |(% style="width:181px" %) |(% style="width:204px" %) |(% style="width:140px" %) |(% style="width:154px" %) |(% style="width:136px" %) |(% style="width:140px" %) | ||
97 | |(% colspan="7" style="background-color:#1d5998; width:523px" %)(% style="color:#ffffff; font-size:14px" %)**2D Modules** | ||
98 | |(% style="background-color:#f4f4f4; width:523px" %) |(% style="background-color:#f4f4f4; width:181px" %)Analysis|(% style="background-color:#f4f4f4; width:204px" %)Foudation Design|(% style="background-color:#f4f4f4; width:140px" %)RC Design|(% style="background-color:#f4f4f4; width:154px" %)Steel Design|(% style="background-color:#f4f4f4; width:136px" %)Timber Design|(% style="background-color:#f4f4f4; width:140px" %)File format | ||
99 | |(% style="width:523px" %)((( | ||
100 | **Plate** | ||
101 | |||
102 | Slabs, slab-systems or other 2D elements loaded perpendicularly to their planes. | ||
103 | |||
104 | [[image:commandcenter_fdplate_00100.png||height="75" width="75"]] | ||
105 | )))|(% style="width:181px" %)Linear | ||
106 | Non-linear | ||
107 | Dynamic | ||
108 | Cracked-section|(% style="width:204px" %) |(% style="width:140px" %)RC slab | ||
109 | RC bar | ||
110 | Punching|(% style="width:154px" %)Steel beam|(% style="width:136px" %)Timber beam | ||
111 | Timber slab|(% style="width:140px" %).pla | ||
112 | |(% style="width:523px" %)((( | ||
113 | **Wall** | ||
114 | |||
115 | Plane stress problems, shearand load bearing walls, elements loaded in their planes. | ||
116 | |||
117 | [[image:commandcenter_fdwall_00100.png||height="75" width="75"]] | ||
118 | )))|(% style="width:181px" %)Linear | ||
119 | Non-linear | ||
120 | Dynamic | ||
121 | Cracked-section|(% style="width:204px" %) |(% style="width:140px" %)RC wall | ||
122 | |(% style="width:154px" %) |(% style="width:136px" %)Timber panel|(% style="width:140px" %).wal | ||
123 | |(% style="width:523px" %)((( | ||
124 | **Plain Strain** | ||
125 | |||
126 | Structure with long extension and uniform section such as retaining walls, pipes etc. | ||
127 | |||
128 | [[image:commandcenter_fdplstrain_00100.png||height="75" width="75"]] | ||
129 | )))|(% style="width:181px" %)Linear | ||
130 | Non-linear | ||
131 | Dynamic | ||
132 | |(% style="width:204px" %) |(% style="width:140px" %) |(% style="width:154px" %) |(% style="width:136px" %) |(% style="width:140px" %).pls | ||
133 | |||
134 | ---- | ||
135 | |||
136 | (% class="lead" id="HStarttheprogram" %) | ||
137 | = {{id name="Start the program"/}}Start the program = | ||
138 | |||
139 | ((( | ||
140 | FEM-Design modules can be started from dialogs appear after choosing one of the following ways: | ||
141 | ))) | ||
142 | |||
143 | * Click Start button of Windows status bar and select All Programs → FEM-Design... | ||
144 | * Double click the shortcut, if it is placed on the Desktop. | ||
145 | * From FEM Design Center. | ||
146 | |||
147 | [[image:Splash_FD19.00.001.png]] | ||
148 | |||
149 | |(% style="width:93px" %)[[image:light.png]]|(% style="width:1397px" %)CTRL + Left mouse button will open the last model. | ||
150 | Shift + Left mouse button will open history in a jumplist | ||
151 | |||
152 | We suggest to pin the command center so right clicking the icon on the tray will open a jumplist where all the modules available. | ||
153 | |||
154 | Starting a design module (or a new project) offers possibility of code selection for structure design. Code selection influences: | ||
155 | |||
156 | ((( | ||
157 | ((( | ||
158 | * the range of available modeling materials, | ||
159 | * automatic combination of load groups, | ||
160 | * the method and result of foundation, reinforcement, steel and timber design | ||
161 | ))) | ||
162 | |||
163 | [[image:1536665833705-888.png||height="371" width="392"]] | ||
164 | |||
165 | The current code of a project can be modified any time during input process (structure and load definition) at (% class="mark" %)Settings > All... > Calculation > Code, configuration(%%). Changing a code will modify all materials and design parameters according to the selected new code by using an editable conversion table. | ||
166 | ))) |