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8 Example<br />
In the example of [8] an elastic modulus of 10,000 MN/m 2 is applied. Thus, a new material<br />
with corresponding characteristics would have to be defined in RSTAB. However, to simplify<br />
matters, we use the default value of 11,000 MN/m 2 for the following control calculation.<br />
4<br />
w ⋅ h<br />
winst<br />
=<br />
8 ⋅E<br />
⋅Iy<br />
≤<br />
l<br />
150<br />
4<br />
−1<br />
1.5 ⋅ 3.2 10<br />
w inst =<br />
⋅ = 1.44 cm < 2.13 cm =<br />
8 ⋅11000<br />
⋅12422.70<br />
−8<br />
10<br />
320<br />
150<br />
winst<br />
1.44 cm<br />
Design: = = 0.676 < 1<br />
wlimit<br />
2.13cm<br />
This result is also displayed in the <strong>TIMBER</strong> <strong>Pro</strong> results table 2.1 Design by Load Case under<br />
the table entry Serviceability Limit State Design.<br />
Figure 8.12: Table 2.1 Design by Load Case<br />
<strong>Pro</strong>gram <strong>TIMBER</strong> <strong>Pro</strong> © 2011 Ing. <strong>Software</strong> <strong>Dlubal</strong><br />
69