Etabs tutorial for buiginners - Part 5
4
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Solving One Way System (Alternative No. 1):
The following Slab is to be modeled using Etabs (figure 1), taking in consideration using B300 in defining both slabs and beams.
Beams Sections: B70x25 (70cm width, 25cm depth).
Slab section: S25 (25cm solid slab)Concrete material: B300
Superimposed load: 4.5 KN/m2
Live Load: 2.5 KN/m2
 |
[Fig.1] |
2- Draw the suitable grid using Etabs.
3- Define B300 (see figure 2).
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[Fig.2] |
4- Define B30x25 and B70x25 (see figure 3).
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| [Fig.3] |
5- Define the slab section (see figure4).
 |
| [Fig.4] |
6- Draw Beams in both directions (user may draw beams as one line, or as segments; if beams is drawn as a one beam, user may use divide option to divide lines into segments).
7- Draw the Slab so you can have as shown previously in figure 1. To Show sections names select the check icon
(see figure 5 now).
(see figure 5 now).  |
| [Fig.5] |
8- To assign dead load to slab, first select the slab (now do as shown in figure 6).
 |
| [Fig.6] |
to reselect the slab again). |
[Fig.7] |
10- Define the load combinations (see figure 8).
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| [Fig.8] |
 |
[Fig.9] |
12- To this moment, slab will act as a two way slabs; loads will be distributed to beams at both directions. To make slab action one way first select the slab (now do as shown in figure 10).
 |
| [Fig.10] |
13- Assign pin supports at each beam intersection (see figure 11).
 |
| [Fig.11] |
14- Before having analysis done user must check the model (do as shown in figure 12).
 |
| [Fig.12] |
15- Now start Analysis (hit F5) or do as shown in figure 13.
 |
[Fig.13] |
16- User may check both deflection shape and moment results to make sure slab works as a one way slab (see figure 14).
 |
| [Fig.14] |
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