how to insert the remaining area in midas civil

The support member (referred in previous paragraph) will generally be a column or a wall. Regarding construction joints in columns, however, Section 6.4 does not provide guidance clearer than that in Section 6.4.6 stating that the 'Beams, girders, or slabs supported by columns or walls shall not be cast or erected until concrete in the vertical support members is no longer plastic.'Īnd, the commentary section R6.4.6 explains that 'Delay in placing concrete in members supported by columns and walls is necessary to prevent cracking at the interface of the slab and supporting member caused by bleeding and settlement of plastic concrete in the supporting member.'ģ. Moreover, Section 6.4.4 suggests that 'Construction joints in floors shall be located within the middle third of spans of slabs, beams, and girders.Ģ. Provision shall be made for transfer of shear and other forces through construction joints.'įor transfer of shear etc through construction joints, reference is made to the ACI Section 11.6.9 that deals with the calculation of shear-friction, at the interface between two concretes cast at different times (beside other situations described in section 11.6.1 of the code).

Some clarity is given in section 6.4.3, where it is stated that 'Construction joints shall be so made and located as not to impair the strength of the structure.

General guidance regarding placement of construction joints in RC work has been provided in Section 6.4 of ACI 318-08 and its commentary. The profile should now be inserted in the model.1. Paste the contents in the ‘MCT command shell’ dialogue box 21. Open MCT Command Shell from Tools > Command Shell > MCT Command Shell 20. Then OK to create the tendon coordinates on text format. Enter the required offset distance for the profile insertion if necessary. Enter the element number at which the tendon has to be inserted. This is to select the starting point of the tendon and the x-y plane coordinates for the tendon 14. This is to select the starting point of the tendon and the x-z plane coordinates for the tendon 10. Enter the element numbers to which the tendon profile has to be assigned. The ‘tendon property’ should be predefined in the model file. Select the layer with the tendon profile. DXF file which contains the tendon profile. From Main Menu select Tools > Generator > Tendon Profile Generator AutoCAD drawing format files need to be converted into DXF files The steps are detailed in the page to follow : 1. The Tendon Profile Generator tool could be used to import the tendon profile which has already been drawn in AutoCAD.

How to insert the remaining area in midas civil