Function
Check the reinforcing information and design results of SRC members by numerical components and contours.
Call
From the Main Menu select [Design] tab > [Type : SRC Design] > [Result] group > [SRC Design Result]
Input
Load Cases/Combinations
Select the desired load case, load combination or envelope.
Click the [...] button to the right to enter, add or modify load combinations (refer to Load Cases/Combinations).
Ratio by Components
Select the desired component of the design results from the following :
Axial : Axial strength ratio component
Shear-y : Shear strength ratio component in the direction of the strong axis
Shear-z : Shear strength ratio component in the direction of the weak axis
Bend-y : Bending strength ratio component due to moment about the strong axis
Bend-z : Bending strength ratio component due to moment about the weak axis
Combined : Maximum combined stress component ratio
Type of Display
Select the types of displays among Contour, Legend and Values.
Contour
Display the design results by contours.
The [...] button
Ranges : Assign the contour ranges.
The Customize Range... button : Assign the coloring ranges for contour lines. The user may assign specific colors for specific ranges.
Note
Contour Range Max/Min values can be larger than the max/min output values.
If the Contour Range values exceed the output values, they are entered at Rank 0 and Rank 11.
Number of Colors : Assign the number of colors for the contour (select among 6, 12, 18 & 24 colors)
Gradient Fill : Display the color gradient (shading) in the contour.
Draw Contour Lines : Display the contour lines by colors.
Colors : Assign or alter the colors of the contour.
Color Tables : Assign the type of Colors.
The Customize Color Table... button : Control the color of each range in the contour.
Reverse Contour : Check on to reverse the sequence of color variation in the contour.
Contour Line : Assign the color for contour boundaries.
Element Edge : Assign the color of element edges to appear in the contour.
Legend
Organize and display various references related to analysis results either to the right or left of the working window.
The [...] button
Legend Position : Select the position of the legend in the output window
Rank Value Type : Specify a type of values in the Legend and the number of decimal points.
Values
Display the selected design result components by means of numerical values.
The font and color of the numbers can be controlled in Display Option.
Note
When checking the Design Result on the screen, if the design result exceeds the limit value, the text is marked in red color.
The [...] button
Decimal Points : Specify decimal points of the displayed numbers
Exp. : Option to express numerical values in exponents
Min & Max : Display the minimum and maximum values
Abs Max : Display the absolute maximum value
Max : Display only the maximum value
Min : Display only the minimum value
Limit Scale(%) : Set the screen limits for displaying design results relative to the maximum or minimum value
Note
The default Decimal Points can be controlled in "Preferences".
Reinforcement
Reinforcing results are produced. (Refer to Note.)
Rebar : Reinforcing bar diameter and spacing
Area : Required reinforcing steel area
Type of Display : Select the type of displays among Contour, Legend and Values.
Column Section Size : Display of column section sizes can be scaled.
Value Option : Specify the number of decimal points for displayed values.
Note. Display of reinforcement
From the V600 of MIDAS/Gen, reinforcing information such as rebar diameter, rebar spacing and required reinforcing steel area can be checked in 'Concrete / SRC Design Result'.
Fig. 1) Design results of column
Fig. 2) 'Rebar' display of column
Fig. 3) Reinforcing steel 'Area' display of column
Thefollowing outlines the reinforcing information in Figs. 2) & 3) :
a. (Uc) : Ratio of axial stress of the column (N/(fc' X Ag))
b. (As-corner) : Number of corner rebars & rebar area
Ex.) 4-#7 = 4 X 0.6 = 2.4 in2
c & d. (Asy, Asz) : Reinforcing on a single side
e. (Asv) : Tie (shear) reinforcing spacing of column, Sc
Based on the reinforcing information noted at b, c & d above, the total number of rebars then becomes,
b+ ((c - 2) + (d - 2)) X 2 = 4 + ((2 - 2) + (2 - 2)) X 2 = 4
The number of rebars on one side (Asz)=2
4-2-#7 (See A in Fig. 1)
Output Section Location(Beam)
Check RC member design results by sectional locations. It can be used only when "Values" of "Type of Display" is selected.
I, Center, J : Represent the RC beam member's sectional locations. The user can not select the locations. It is automatically selected following the selection of "Max" or "All".
Max : Maximum values appear at every RC beam member.
All : Values appear at each location of RC beam members.
The Applu button : Apply the entered values to the selected members.
The Close button : Close the Entry Dialog Bar.