CALCULATION EXAMPLES: VALLEY JACK RAFTER JOINT WITH MYPROJECT
CONNECTION TIMBER-TO-TIMBER / SINGLE SHEAR ELEMENT 1
1
B1 = 120 mm H1 = 160 mm
2
ELEMENT 2 B2 = 160 mm 1
2
H2 = 240 mm
Slope 30% (16,7°)
Slope 21% (12,0°)
Glulam GL24h
Glulam GL24h
PROJECT DATA
SCREW SELECTION
CONNECTION GEOMETRY
Fv,Rd = 7,17 kN
HBS = 10x180 mm
t1 = 60 mm
Service class = 1
Pre-drilling hole = no
α1 = 73,3° (90° - 16,7°)
Washer = no
t2 = 120 mm
Load duration = short
(fixing length in element 2)
α2 = 78,0° (90° - 12,0°)
SHEAR RESISTANCE CALCULATION WITH MYPROJECT SOFTWARE (EN 1995:2014 and ETA-11/0030)
CALCULATION REPORT
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