<
From version < 310.1 >
edited by Fredrik Lagerström
on 2020/04/01 14:38
To version < 311.1 >
edited by Fredrik Lagerström
on 2020/04/03 11:18
>
Change comment: There is no comment for this version

Summary

Details

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Content
... ... @@ -6,7 +6,7 @@
6 6  
7 7  The table summarizes the available RC design features and its analysis-related effect (cracked-section analysis) by FEM-Design module.
8 8  
9 -(% style="width:791px" %)
9 +(% class="table-hover" style="width:791px" %)
10 10  |(% style="background-color:#0076cb; width:236px" %)(% style="color:#ffffff" %)**Design element type**|(% style="background-color:#0076cb; width:197px" %)(% style="color:#ffffff" %)**Design feature**|(% style="background-color:#0076cb; text-align:center; width:100px" %)(% style="color:#ffffff" %)**[[image:1585573773672-406.png]]**|(% style="background-color:#0076cb; text-align:center; width:85px" %)(% style="color:#ffffff" %)**[[image:1585573778330-305.png]]**|(% style="background-color:#0076cb; text-align:center; width:89px" %)(% style="color:#ffffff" %)**[[image:1585573782915-229.png]]**|(% style="background-color:#0076cb; text-align:center; width:81px" %)(% style="color:#ffffff" %)**[[image:1585573787911-559.png]]**
11 11  |(% colspan="1" rowspan="3" style="width:236px" %)[[image:1585573768201-924.png]] **Bar reinforcement**|(% style="width:197px" %)**Auto design**|(% style="text-align:center; width:100px" %)[[image:1585573853108-966.png]]|(% style="text-align:center; width:85px" %) |(% style="text-align:center; width:89px" %)[[image:1585573874778-224.png]]|(% style="text-align:center; width:81px" %)[[image:1585573871212-244.png]]
12 12  |(% style="width:197px" %)**Manual design**|(% style="text-align:center; width:100px" %)[[image:1585573855352-957.png]]|(% style="text-align:center; width:85px" %) |(% style="text-align:center; width:89px" %)[[image:1585573869887-398.png]]|(% style="text-align:center; width:81px" %)[[image:1585573877455-535.png]]
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88 88  
89 89  The upper table shows the design efficiency and the maximal utilization of the designed single members and groups based on the given design parameters. The bottom table (“//Show details//”) displays the utilization details of the bar or the members of the group selected in the upper table.
90 90  
91 -(% style="width:979px" %)
91 +(% class="table-hover" style="width:979px" %)
92 92  |(% style="background-color:#0076cb; width:154px" %) |(% style="background-color:#0076cb; width:453px" %)(% style="color:#ffffff" %)**Meaning**|(% style="background-color:#0076cb; width:369px" %)(% style="color:#ffffff" %)**Note**
93 93  |(% style="width:154px" %)[[image:1585574282628-966.png]]|(% style="width:453px" %)Suitable reinforcement is available|(% style="width:369px" %)
94 94  |(% style="width:154px" %)[[image:1585574288796-260.png]]|(% style="width:453px" %)Suitable reinforcement is not available|(% style="width:369px" %)Modify bar profile, material or RC design parameters
... ... @@ -124,7 +124,7 @@
124 124  
125 125  * **Cross-section**
126 126  It shows the cross-section of the current concrete bar. The definition of new longitudinal bars (sectional position) and stirrups (shape) starts in this window. The position of the cross-section (section view) can be set by moving the section marker in //3D view: //
127 - [[image:1585574451276-123.png]]
127 + [[image:1585574451276-123.png]]
128 128  * **3D view**
129 129  It shows the side view of the concrete bar by default. But, any 2D and 3D view can be set with the //View// menu commands (e.g. general 3D view with //View > Space view//). The start and end pont (and so the length) of longitudinal bars and the position (the distribution) of the stirrups can be defined here.
130 130  * **Interaction surface view / Result window**
... ... @@ -196,6 +196,7 @@
196 196  
197 197  |(% style="width:106px" %)[[image:light.png]]|(% style="width:1384px" %)The contour defines the stirrup shape, if the //Cover// value is set to 0.
198 198  
199 +(% class="table-hover" %)
199 199  |[[image:1585574885365-773.png]]|You can modify the properties (quality, diameter, profile etc.) of previously defined bar/stirrup reinforcement(s) with the //Properties// tool of //Longitudinal bar// and //Stirrup//.
200 200  |[[image:1585574877068-421.png]]|(((
201 201  To exit from //Manual design// with validating the new and modified reinforcement bars and stirrups, click //OK//.
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219 219  * After //Manual design//, element-based //Check// displays utilization for selected elements.
220 220  * After global //Check// done for all bar elements having final applied reinforcement.
221 221  
222 -(% style="width:1174px" %)
223 +(% border="1" style="width:1174px" %)
223 223  |(% style="background-color:#0076cb" %)(% style="color:#ffffff" %)**No.**|(% style="background-color:#0076cb; width:256px" %)(% style="color:#ffffff" %)**Global Auto design**|(% style="background-color:#0076cb; width:209px" %)(% style="color:#ffffff" %)**Element-based Auto des.**|(% style="background-color:#0076cb; width:191px" %)(% style="color:#ffffff" %)**Element-based Check**|(% style="background-color:#0076cb; width:470px" %)(% style="color:#ffffff" %)**Global Check**
224 224  |1|(% style="width:256px" %)[[image:1585575005981-456.png]] //Calculate > Design calculation > Auto design all structural elements//|(% style="width:209px" %)[[image:1585575049743-145.png]] //Auto design//|(% style="width:191px" %)(((
225 225  [[image:1585575051197-655.png]] //Auto design// and/or
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396 396  
397 397  The upper table shows the design efficiency and the maximal utilization of the designed single elements and groups based on the given design parameters. The bottom table displays the utilization details of the surface element or the elements of the group selected in the upper table.
398 398  
399 -(% style="width:850px" %)
400 +(% class="table-hover" style="width:850px" %)
400 400  |(% style="background-color:#0076cb" %) |(% style="background-color:#0076cb; width:507px" %)(% style="color:#ffffff" %)**Meaning**
401 401  |[[image:1585577530683-910.png]]|(% style="width:507px" %)Suitable reinforcement is available
402 402  |[[image:1585577535599-209.png]]|(% style="width:507px" %)(((
... ... @@ -628,7 +628,7 @@
628 628  
629 629  The upper table shows the design efficiency and the maximal utilization of the designed punching zones based on the given design parameters. The bottom table displays the utilization details of elements or design members.
630 630  
631 -(% style="width:872px" %)
632 +(% class="table-hover" style="width:872px" %)
632 632  |(% style="background-color:#0076cb; width:195px" %) |(% style="background-color:#0076cb; width:676px" %)(% style="color:#ffffff" %)**Meaning**
633 633  |(% style="width:195px" %)[[image:1585578773670-419.png]]|(% style="width:676px" %)RC column is suitable for punching without or with shear reinforcement
634 634  |(% style="width:195px" %)[[image:1585578780446-407.png]]|(% style="width:676px" %)(((
... ... @@ -720,6 +720,7 @@
720 720  * After //Manual design//, element-based //Check// displays utilization for selected zones.
721 721  * Global //Check// done for final applied reinforcement.
722 722  
724 +(% border="1" %)
723 723  |No.|**Global Auto design**|**Element-based Auto des.**|**Element-based Check**|**Global Check**
724 724  |1|[[image:1585579122274-794.png]] //Calculate > Design calculation > Auto design all structural elements//|[[image:1585579198248-281.png]] //Auto design//|(((
725 725  [[image:1585579132329-870.png]] //Auto design// and/or
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