Welcome! Log in or register.

To view the examples in full and use all other functions, you need a user account and must be logged in.

You already have an account? Sign in here.

Login

You do not have a user account yet? Please register here.

Register

0020-A-Pfettendach mit Schnee, Wind und Eigenlast

Janna Schoening |   Janna Schoening | Gerd von Spiess | Peter Fritz


Class Analytical Verification Example
Type of structure Framework-Beam
Mechanics Statics-First-Order Theory
Material law Linear-Elastic
Building material Timber
Design type Internal Force And Moment Calculations
Design code keine Norm
Status
published on 01-08-2018

Schnittgrößenermittlung

C24      

Sparrenabstand e = 0,6 m

b/h = 8/20 cm

Eigengewicht:

gk = 4,2 · 0,08 · 0,2 + 1,0 · 0,6 = 0,67 kN/m

Wind (WZ 2, Binnenland, Bereich H, q = 0°, b = 15 m, h = 10 m)

wk = 0,47 · 0,65 · 0,6 = 0,18 kN/m

Schnee (SZ 1, H = 30 m)

Sk = 0,8 · (60° – 35°) / 30° · 0,65 · 0,6 = 0,26 kN/m

There are no references.

 

The status of the example is "in editing". This means, you can only view the classification and problem description.


This website uses cookies to improve your website experience. If you continue browsing the website, you are giving implied consent to the use of cookies. See our Privacy Policy for details.