Ulma MK Structure - Page 44

Construcción
ConstrucciónConstrucción
Construcción
44
MK
MK MK
MK STRUCTURE
STRUCTURESTRUCTURE
STRUCTURE
Compression load of WALER MK
Compression load of WALER MKCompression load of WALER MK
Compression load of WALER MK-
--
-120
120120
120
Free length
Free lengthFree length
Free length Compression load N
Compression load NCompression load N
Compression load N
crd
crd crd
crd
(SLS)
(SLS)(SLS)
(SLS)
1.5 m
1.5 m1.5 m
1.5 m 360 kN **
360 kN **360 kN **
360 kN **
2 m
2 m2 m
2 m 336 kN
336 kN 336 kN
336 kN
2.5 m
2.5 m2.5 m
2.5 m 287 kN
287 kN287 kN
287 kN
3 m
3 m3 m
3 m 240 kN
240 kN240 kN
240 kN
** Limited by the joint with 6 bolts
Values of pure buckling, not considering bending moment effects on any axis
5.1.2. PIN E20X70 AND PUSH-PULL PROP E JOINTS
The working load of the pin E20x70 in the WALER MK-120
5.1.3. PIN E20X70 AND TUBE 50X6 JOINT (V BRACING TRUSS MK TUBE)
The working load of the pin E20x70 in the WALER MK-120
Designation
DesignationDesignation
Designation Working load (SLS)
Working load (SLS)Working load (SLS)
Working load (SLS)
PIN E20x70
PIN E20x70PIN E20x70
PIN E20x70 77 kN
77 kN77 kN
77 kN
5.1.4. PIN E20X70 AND TUBE 50X4 JOINT
The working load of the pin E20x70 in the WALER MK-120
Designation
DesignationDesignation
Designation Working load (SLS)
Working load (SLS)Working load (SLS)
Working load (SLS)
PIN E20X70
PIN E20X70PIN E20X70
PIN E20X70 30 kN **
30 kN **30 kN **
30 kN **
** The strength limit of the diagonals is given by the tearing of the hole
Designation
DesignationDesignation
Designation Working load (SLS)
Working load (SLS)Working load (SLS)
Working load (SLS)
PIN E20x70
PIN E20x70PIN E20x70
PIN E20x70 77 kN
77 kN77 kN
77 kN