Table 8 Critical load combinations (ULS)—normal conditions.
From: Optimization of roof slope, design and wood strength classes in timber Fink type truss
Combination | Equation |
|---|---|
Fd,1 | \(1.3\cdot {F}_{\text{SW}}+1.4\cdot {F}_{\text{SH}}+1.5\cdot {F}_{\text{AC}}+1.4\cdot 0.6\cdot {F}_{\text{WD,o}}\) |
Fd,2 | \(1.3\cdot {F}_{\text{SW}}+1.4\cdot {F}_{\text{SH}}+1.4\cdot {F}_{\text{WD,o}}+1.5\cdot 0.5\cdot {F}_{\text{AC}}\) |
Fd,3 | \(1.0\cdot \left({F}_{\text{SW}}+{F}_{\text{SH}}\right)+0.75\cdot 1.4\cdot {F}_{\text{WD,s}}\) |
