The next column is practically possible samuel ipoua following samuel ipoua the sting out of middle

Safe for all modes of the critical column (the corner, interior and edge) controls a critical punch incision may not be compatible with the possibility of positioning column critical for the columns samuel ipoua are corner, and edge more because of the central pillars in Safe Mode recognizes the critical intermediate state.
The next column is practically possible samuel ipoua following samuel ipoua the sting out of middle spinal column is like. But Safe As mentioned, a critical punch incision lateral columns may be the most critical case, as well as corner and edge detect while it is not.
For this to exit Design> Show Design Table> Pumching Shear visit. And in the end column Loc Status column to the Safe to its most critical punching samuel ipoua shear checks done and submitted.
Note: If the column is relatively Stress Ratio is less than 1 in all columns no longer need to manually control the central pillars, corners and edges is not (because it happened naturally by changing the value of the critical mode successfully corners, or the edge of the middle than Mqvar stress will be less than the amount given)
The difference between the cutting punch Mhasbatb in Safe real environment arising out of the center column is created. Application software is always samuel ipoua the center bottom of the column for any column generally in the center of the column determines the column corner edge, it makes it difficult for Safe computing environment, resulting in sharp punch in Safe computing is considered larger than its actual environment that is unlike lead cut to ensure mutual Safe Computing in less than the actual setting.
Floor of the platter samuel ipoua should fix this column (defined as page load to nodes in the column) slightly larger than the rate of its main aspects considered to explain the value of relationships comes from the actual destination I, along with an example:
If the column is assumed to follow a structure samuel ipoua in an area where load is defined as 40 in a 40 cm column of the lateral structures may have been the latter case, the real value You columns of the side according to the Safe Construction results left and right structures in dimensions 50 to 40 (50 in the longitudinal direction) and low high-side columns 40 to 50 (40 in the transverse direction) is corrected. doing this you will notice changes in the geometric center samuel ipoua of the bottom of the center column and sidebar will tend Safe outcomes in the management of punching shear is investigated.
Safe cutting programs introduced in the form of a punch, punch cutting area size is calculated. The size of the columns on the first floor of the concrete structure as a staple crop management aspects are considered. But the steel floor length column must do manually. This implies that for the purpose of choosing all nodes follow the menu Assign> samuel ipoua Point Load Just for a time such as Dead Size of Load to import and click the Add to existing Loads roll. Safe for all types of floor size again Assigns column. Finally, It is better for punching shear in structural samuel ipoua control is done manually under a regulation relationships.
- For concrete columns is also possible for an intermediate columns Safe After analyzing the punching shear checks, edge or corner to introduce domestic sidebar (the cause However, as mentioned during the most critical environmental Safe for punch Consider Mrgyrd samuel ipoua possible to detect internal side, if even in a critical state stress ratio was less than one can be sure that the internal state of stress ratio will be less than) and for the change in the profile of the mode of compliance the above description is an internal action.
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