Truss Load Transfer ST Des Temp
Truss Load Transfer ST Des Temp
Truss Load Transfer ST Des Temp
Load Type Unfactored Factors Factored Load Type Safety Fac. Comb. Fac.
DL(KN/m) 0.002 1.170 0.002 DL 1.3
LL(KN) 1.000 1.440 1.440 LL 1.6
WL(KN/m) 0.255 0.900 0.230 WL 1 0.9
8.46 1
4.26
7.5 2
3.75
9.02 3
4.76
2.43 4
1.34
0 A
0
7.5 B
3.75
8.46 C
4.26
Unit Wts.(γ) Dimensions
Material (in-KN/m3) Thick(m) Width(m) Length(m) Diameter(m) Area(m2) truss
Purlin 8.5 0.07 0.05 To be Det. 1
Eucalyptus(ф10) 8.5 0.1 0.0079
(ф12) 8.5 0.12 0.0113 2
Roof 78.5 0.0002 1 2
Load Combination
Load Type Safety Fac. Comb. Fac. Total Fac.
DL 1.3 1.17
LL 1.6 1.44
WL 1 0.9 0.9
(in-KN)
Rxn. From DL&WL 0.11
Rxn. From LL 0.72
Internal Truss
No. of Joints
Total No of Joints No. of Internal Joints External Joints
14 12 2
m
Spacing of Verticals(in -m) 1.20
Slope of Roof(in- %) 21
(ф10)
(ф12)