List of 38 double control of the structure, which is done by the calculator plugin in the ETABS software environment and without the need to exit from this software.
Controlling the relative movement of floors
Controlling the stability index of floors and checking the need to apply the P-Delta effect
Torsional irregularity control
Controlling the need to apply accidental decentralization
Mass irregularity control in floors
Building overturning control
Controlling that the section of metal or concrete columns in one floor is not bigger than the floor below
Checking that the height of the secondary beam is not greater than the main beam in the case of the beam sitting on the beam
Checking that the beams of the same length are not stretched over each other
Control of all the numbers related to the properties of the materials used
Automatic control of the combination of loads
Controlling the application of end rigid region to frame members
Check that all floors are loaded
Controlling the application of rigid diaphragm to floors
Check that no load is applied to the openings
Check that the columns are not detailed
Controlling the articulation of gloves and windbreakers
Control of mass and stiffness coefficients for beams
Control of mass and stiffness coefficients for columns
Control of mass and stiffness coefficients for shear walls
Controlling that the columns do not have extensive gravity load
Controlling the footing of the columns in the Base level
Check that the beams do not cross each other
Checking that the sub-beams are jointed at the beam-to-beam junction
Response spectrum function control
Controlling the minimum and maximum loads applied to the floors
Controlling the maximum and minimum dead and live loads of floor beams
Less or equal control of the number of longitudinal reinforcements in the higher level column
Less or equal control of the area of the longitudinal reinforcements in the higher level column
Control of 6 or 8% of the column’s longitudinal reinforcements at the patch location
Cover control for concrete beam and column section
Check the presence of ITBS warnings
Controlling file consistency in spectral analysis
Control of pre-made earthquake loads
Design control of ITBS file and stresses by creating correct and complete load combinations in ITBS file
Control of compression and seismic compression of beams and box sections (even box sections made in Section Designer)
Controlling the earthquake coefficient in the mode of creating drift loads
Controlling the need to increase the period by 25%
By activating the calculator plugin, the structural designer actually uses the ETABS software with developed and localized capabilities. Karamashab 9 and 2016 plugin, which in many ways are unparalleled products at the international level, is the result of years of continuous effort and creativity of the Karamashab group until today, and in the new year, it continues to interact with hundreds of experienced users across the country, with strength in It will be completed and developed.
This post is written by nasser_lotfi