Table 4 Weighting coefficients for dead loads.
From: Optimization of roof slope, design and wood strength classes in timber Fink type truss
Dead load | Weighting coefficients |
|---|---|
Self-weight | Unfavorable effects: γg = 1.3; Favorable effects: γg = 1.0 |
Sheets | Unfavorable effects: γg = 1.4 Favorable effects: γg = 1.0 |
