Active Member
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[China]
Address: No.6 Xietong RD.,Shengfang Furniture Industrial Park,Bazhou City,Langfang,Hebei Province,China P.C.:065702
Contact name:Peter Zhao
Langfang Guomei Aluminium Industry Co., Ltd. |
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Easy-Assembling Aluminium Profiles for Building Formwork,H BEAM (Alloy 6061-T6)
TECHNICAL DATA
H-BEAM TYPES
140 H Beam with Wood
140 H Beam
122 H Beam
(For Joist)
(For Joist & Ledger)
(For smaller slab thickness)
140-H BEAM (Alloy 6061-T6)
X-Sectional Area (As) = 1233 mm2
Yield Strength (Fy) = 241 Mpa
Bending Moment (Allowable) = 4.03 KN-m (S.F. = 2.0)
Shear Strength (Allowable) = 59.45 KN (S.F. = 2.0)
122-H BEAM (Alloy 6061-T6)
X-Sectional Area (As) = 1041.92 mm2
Yield Strength (Fy) = 241 Mpa
Bending Moment (Allowable) = 3.19 KN-m (S.F. = 2.0)
Shear Strength (Allowable) = 50.22 KN (S.F. = 2.0)
SPACING TABULATION (FOR 140-H BEAM)
| SLAB THICKNEWW(mm) | IMPOSED LOAD(mm) | JOIST SPACING(mm) | LEDGER SPACING(mm) | PROPS SPACING(mm) |
| 100 | 9.47 | 610 | 2000 | 1400 |
| 150 | 11.15 | 488 | 2000 | 1350 |
| 180 | 12.16 | 488 | 2000 | 1300 |
| 200 | 12.83 | 488 | 2000 | 1250 |
| 250 | 14.51 | 488 | 2000 | 1200 |
| 280 | 15.52 | 488 | 1800 | 1150 |
| 300 | 16.19 | 406 | 1800 | 1100 |
| 350 | 17.87 | 406 | 1800 | 1000 |
| 400 | 19.55 | 406 | 1600 | 1000 |
Imposed load is 1.4 DL + 1.7 LL, where LL is 50 psf + 25 psf impact
load.
The suggested ledger and props spacing may very depending on the
length of joist and floor height.
Floor height considered in this analysis is 3.6 meters and length
of joist is 3.9 to 4.5 meters.
MAIN COMPONENTS & ACCESSORIES
| Diagram | Description | Weight | Article No. |
 | 140-H Beam | 3.15 Kg/m | 2010000 |
 | 140-H Beam with wood | 3.16 Kg/m | 2030000 |
 | 122-H Beam | 2.73 Kg/m | 2040000 |
 | A Clamp | 0.11 Kg | 7000000 |
 | U-head | 2.55 Kg | 0500001 |
 | Swivel coupler | 1.20 Kg | 0500002 |
 | Props 3.6m | 17.32 Kg | 3102136 |
 | Tri-pod | 5.32 Kg | 3000018 |
PROJECTS
DESCRIPTION
Shoring Props Form system provides simple but effective beam and slab decking for conventional casting works. This system is the best alternative where the Table Form System is not applicable. It can be assembled and stripped easily for fast operations for various concrete slab design structures. Minimum number of manpower can be use but optimum productivity can be achieved.
Basically, the main Components for this system are the aluminum 140-H Beam which acts as joist and ledger for the plywood decking, and the Heavy duty adjustable steel props which carry all the imposed load.
Main Advantages
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System Main Parts
