GRIDMESH ANCHOR GA01, Руководство пользователя

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GRIDMESH ANCHOR
Length [m] 5 5.5 6 6.5 7 7.5 8 8.5
Universal Columns 200 UC 46 250 UC 72.9 250 UC 72.9 250 UC 72.9 250 UC 72.9 310 UC 118 310 UC 118 310 UC 118
Universal beams 310 UB 32 360 UB 44 360 UB 44 360 UB 44 410 UB 53 410 UB 53 460 UB 67 460 UB 67
Parallel Flange Channel 380 PFC 380 PFC 380 PFC ~ ~ ~ ~ ~
Un-equal angle ~ ~ ~ ~ ~ ~ ~ ~
Rectangular hollow section ~ ~ ~ ~ ~ ~ ~ ~
Square hollow section 250 x 6 ~ ~ ~ ~ ~ ~ ~
Length [m] 1 1.5 2 2.5 3 3.5 4 4.5
Universal Columns 100 UC 14 100 UC 14 150 UC 23 150 UC 23 150 UC 23 200 UC 46 200 UC 46 200 UC 46
Universal beams 150 UB 14 150 UB 14 150 UB 14 200 UB 18 200 UB 18 250 UB 25 250 UB 25 310 UB 32
Parallel Flange Channel
100 PFC 150 PFC 150 PFC 150 PFC 200 PFC 250 PFC 250 PFC 250 PFC
Un-equal angle 125x75 UA 6 150x90 UA 12 ~ ~ ~ ~ ~ ~
Rectangular hollow section 100 x 50 x 5 150 x 50 x 5 200 x 100 x 5 200 x 100 x 5 200 x 100 x 5 250 x 150 x 9 250 x 150 x 9 ~
Square hollow section
100 X 5 100 X 5 150 x 5 150 x 5 200 x 5 200 x 5 250 x 6 250 x 6
Length [m] 9 9.5 10 10.5 11 11.5 12
Universal Columns 310 UC 118 310 UC 118 310 UC 118 ~ ~ ~ ~
Universal beams 610 UB 101 610 UB 101 ~ ~ ~ ~ ~
Parallel Flange Channel ~ ~ ~ ~ ~ ~ ~
Un-equal angle ~ ~ ~ ~ ~ ~ ~
Rectangular hollow section ~ ~ ~ ~ ~ ~ ~
Square hollow section ~ ~ ~ ~ ~ ~ ~
Length [m] 5 5.5 6 6.5 7 7.5 8 8.5
Universal Columns 150 UC 23 150 UC 23 150 UC 23 150 UC 30 150 UC 30 150 UC 30 150 UC 37.2 200 UC 46.2
Universal beams 200 UB 22 200 UB 22 200 UB 22 200 UB 22 200 UB 22 250 UB 25.7 250 UB 25.7 310 UB 32
Parallel Flange Channel 150 PFC 200 PFC 200 PFC 200 PFC 250 PFC 250 PFC 250 PFC 250 PFC
Un-equal angle ~ ~ ~ ~ ~ ~ ~ ~
Rectangular hollow section 150 x 100 x 6 250 x 150 x 6 250 x 150 x 6 250 x 150 x 6 250 x 150 x 6 250 x 150 x 6 250 x 150 x 6 250 x 150 x 6
Square hollow section 150 x 5 150 x 5 200 x 5 200 x 5 200 x 5 200 x 5 250 X 6 250 X 6
Length [m] 1 1.5 2 2.5 3 3.5 4 4.5
Universal Columns 100 UC 14 100 UC 14 100 UC 14 100 UC 14 100 UC 14 100 UC 14 150 UC 23 150 UC 23
Universal beams
150 UB 14 150 UB 14 150 UB 14 150 UB 14 150 UB 14 150 UB 14 150 UB 14 150 UB 14
Parallel Flange Channel 100 PFC 100 PFC 100 PFC 100 PFC 150 PFC 150 PFC 150 PFC 150 PFC
Un-equal angle 125x75 UA 6 125x75 UA 6 125x75 UA 6 125x75 UA 6 125x75 UA 6 125x75 UA 8 125x75 UA 12 ~
Rectangular hollow section
100 x 50 x 6 100 x 50 x 6 100 x 50 x 6 100 x 50 x 6 150 x 100 x 6 150 x 100 x 6 150 x 100 x 6 150 x 100 x 6
Square hollow section 100 X 6 100 X 6 100 X 6 100 X 6 100 X 6 100 X 6 150 x 5 150 x 5
Length [m] 9 9.5 10 10.5 11 11.5 12
Universal Columns 200 UC 46.2 200 UC 46.2 200 UC 46.2 200 UC 46.2 200 UC 59.5 200 UC 59.5 200 UC 59.5
Universal beams 310 UB 32 310 UB 32 310 UB 32 310 UB 46 310 UB 46 310 UB 46 310 UB 46
Parallel Flange Channel 300PFC 300PFC 300PFC 300PFC 380PFC 380PFC 380PFC
Un-equal angle ~ ~ ~ ~ ~ ~ ~
Rectangular hollow section 250 x 150 x 6 250 x 150 x 6 250 x 150 x 6 250 x 150 x 6 250 x 150 x 6 250 x 150 x 6 250 x 150 x 6
Square hollow section 250 X 6 250 X 6 250 X 6 ~ ~ ~ ~
1.
Maximum floor width = 1200 mm
2.
The GMA sits, and is positioned so as to transfer load through 2 beams.
3.
All materials are Grade 300 Mpa or better (AS3678 & AS1163)
4.
Floor is fully loaded at 2.5 Kpa (typical design load) - Is equivalent to 255 kg per m^2
5.
Floor mesh and handrails considered to be approx 50 kg per square metre.
6.
A 1.25x factor has been applied to the loads, for error in estimations of operators.
7.
It’s assumed the beams are full restrained, buckling has not been considered.
8.
15kN fall arrest anchorage load has been used to one side. This means 2 anchorages can be used on the same device on either side.
Minimum required beam size for simply supported structure
Minimum required beam size for simply cantilevered structure
Safe Load Calculator (Platform structure dimensions for steel beams)
The following tables can be used to ensure the steel dimensions of the supporting structure are
adequate for the GMA to be used.
Assumptions
Gridmesh Anchor in use