Design of slab for punching shear stress is made performed in this section.
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Figure 1
Click “Verify Selected” button as shown in Figure 1 to verify punching shear design for selected column or columns.
Click “Verify All” button as shown in Figure 1 to verify punching shear design of all columns on of the floorcorresponding story.
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Figure 2
Name section in Figure 2 shows the column names on that floor.
Code Check Template section Section nominated as “Name” refers to the ID of the column at the floor considered.
“Code Check Template” section demonstrated in Figure 2 shows the design templates selected template choice by the user in the Design Criteria Sectionfrom the “Design Criteria” section. For detailed information regarding design criteria preferences, see Design Criteria section.
Status “Status” section in Figure 2 gives provides preliminary information about whether the punching shear ratio adequency of the column is sufficientstrength against punching shear.
D“D/C Ratio Ratio” section in Figure 2 shows the ratio of , the punching shear force coming demand to the column and punching shear force capacity for same of the column
Code Check Timestamp section in Figure 2 shows when check is done.
Reports interested.
The date and time when the check is performed is mentioned in the “Code Check Timestamp” section.
“Reports” section in Figure 2 has a detailed report button. If As this button is clicked, a detailed report of the column can be displayed (Figure 3).
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Figure 3
In the upper right part of Figure 3 , there is a 3D View of the column.In the upper left part of Figure 3, there is a property list contains the 3D View, property list and detailed report of the column.
In the lower part of Figure 3, there is a detailed report of the column.Controlling Case section “Controlling Case” section illustrated in Figure 2 shows the , most critical perimeter cases used when performing punching shear controls of the column case (Interior, Edge, Corner) . The table shows the critical situation. This part can be changed and other situations can be checkeddominating punching shear design of the column is indicated. It is also possible to list and employ critical perimeter cases other than the most critical one in the punching shear design.
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