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)

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

System Main Parts

1. Alu 140-H Beam Joist
2. Alu 140-H Beam Ledger
3. Heavy Duty Adjustable Props
4. U-head Assembly
5. Tri-Pod assembly
6. Plywood