
All the files are present in the exercise folder.
Learn to manually draw grid lines in ETABS, set the US customary unit system, define and adjust grid spacing (15 ft and 10 ft), and visualize grids in the model.
Learn how to create general grids, add reference points and reference planes, rename grids, and place dimensions using coordinates and elevations across story levels.
Explore the CSI ETABS interface and layout: navigate toolbars, the model explorer, and property sections; configure project information, materials, and units; generate reports and transition from design to detailing.
Assign ASCE-based loads in ETABS by selecting building type, applying basic load combinations, and distributing live, dead, and super dead loads to slabs and beams with floor finish considerations.
Apply point loads, UDL, and VDL to beams in a CSI ETABS model. Learn to select beams, specify distances, and add loads to existing ones.
Define and assign pier labels, spandrel labels, and beer labels in ETABS, verify the model, mesh shear walls, and evaluate per-wall reinforcement and detailing options.
Learn how to include p-delta effects in CSI ETABS, using two methods—mass-based automatic calculation and load-case based combinations—and how to compare options for accurate analysis.
Learn to perform center of mass and center of rigidity checks in CSI ETABS, compare ex and ey centricities to 15 percent of building width, and assess induced lateral forces.
Identify mass irregularity per ASCE 7-16 when a story’s mass exceeds 150 percent of the adjacent story; use ETABS to compare x and y mass ratios and flag above 1.5.
Explain story displacement, story drift, and story drift ratio: how floor movement is measured, relative drift between levels, and drift divided by story height.
Compute story drift per ASCE-7-16 in ETABS by analyzing elastic and amplified displacements in X and Y, applying deflection amplification, and comparing with allowable drift by risk category.
Apply editorial irregularity check in ETABS by comparing maximum to average story drift; classify as regular, irregularity (≥1.2), or extreme irregularity (≥1.4), then verify with displacement results.
Master local and global axes in CSI ETABS by examining beams, slabs, and columns in a 3D view. Use local axes for moments and shear.
In this training course, you will learn the following contents with concepts, as per code ASCE 7-16 / UBC 97.
Materials, Frame Section Definitions, Mass Source ,Load combinations.
Import grid from AutoCAD, Reference points, Earthquake and wind Loads
Structural Modelling checks....
Stiffness, Mass ,Torsion and Building eccentricity checks.
Concrete Slab Design with Strip Based Method and Finite Element Method (FEM)
P-Delta checks and how to apply.
Equivalent static Force Method.
Response Spectrum Analysis.
Time History Analysis.
Slab and foundation Export to CSI SAFE for slab and foundation design.