RFI - 960

RFI - 960 yang diproduksi oleh PT Robertson FastBuild Indonesia dan harus dipasang sesuai arahan engineer dan sesuai dengan rekomendasi pabrikan. Baja lembaran berbahan dasar G550/AZ150 atau G550/AZ100 dengan penyelesaian tertentu atau persyaratan lain seperti baja Galvanis dengan lapisan PVDF atau PVF2.

RFI-960 Memiliki Lebar Profil 960 mm yang biasa digunakan untuk Atap dan Tembok pada bangunan industri dan komersial. Tersedia dalam ketebalan dari 0,25mm - 0,9 mm. RFI-960 memiliki keseimbangan yang sangat baik dengan penampilan sudut yang menonjol dan ketahanan terhadap berat yang tinggi yang memberikan konsistensi rentang beban optimum serta alur yang lebar untuk memastikan drainase yang sangat baik.

RFI-960 (BR-6) ROOF

span (mm)	Single span			Double span			Triple span
span (mm)	Base steel thickness (mm)			Base steel thickness (mm)			Base steel thickness (mm)
	0.6	0.7	0.9	0.6	0.7	0.9	0.6	0.7	0.9
900	8.92*	10.56*	13.83	9.95*	11.48*	14.56*	11.61*	13.41*	16.99
1200	5.02	5.94*	7.78	5.60*	6.46*	8.19*	6.53*	7.54*	9.56*
1500	312	3.80*	4.98	3.58*	4.13*	5.24*	4.18*	4.83*	6.12*
1800	1.81	2.22	3.04	2.49*	2.87*	3.64*	2.90*	3.35*	4.25*
2100	1.14	1.4	1.91	1.83*	2.11*	2.67*	2.13*	2.46*	3.12*
2400	nr	0.93	1.28	1.40*	1.61*	2.05*	1.63*	1.89*	2-39*
2700	nr	nr	0.90.	1.11*	1.28	1.62*	1.16	1.39	1.84
3000	nr	nr	nr	0.90*	1.03*	1.31*	0.85	101	1.34
NOTES: Allowable loads limited by stress of 180 MPa, or deflection of L/180. *Denotes where values determined by stress, n/r Not recommended
Table of Properties
Basic steel Thickness (mm)	Mass /unit length* (kg/m)	Mass /unit area* (kg/m2)	Stress coefficients			Deffection coefficients
Basic steel Thickness (mm)	Mass /unit length* (kg/m)	Mass /unit area* (kg/m2)	Single span	Double span	Triple span	Single span	Double span	Triple span
0.6	6.78	7.06	7.23	8.06	9.41	10.53	29.15	22.88
0.7	7.70.	8.02	8.55	9.3	10.86	12.92	34.82	27.33
0.9	11.52	12.00.	11.2	11.79	13.77	17.7	46.15	36.22
NOTES: To obtain maximum allowable loads in kPa for spans nol listed, divide coefficient of stress by the square of lhe span in metres. Divide coefficient of deflection by the cube of span in metres.
*Denotes mass of Versacor coated material. Other finishes marginally lower.
RFI-960 (BR-6) Walling
span (mm)	Single span			Double span			Triple span
span (mm)	Base steel thickness (mm)			Base steel thickness (mm)			Base steel thickness (mm)
	0.6	0.7	0.9	0.6	0.7	0.9	0.6	0.7	0.9
900	13.26*	15.31*	19.41*	14.08*	14.08*	18.44*	7.81*	16.43*	21.52*
1200	7.46*	8.61*	10.92*	6.69*	7.92*	10.31	6.53*	9.24*	12.11*
1500	4.77*	5.51*	6.99*	4.28*	5.07*	6.64*	5.00*	5.91*	7.75*
1800	3.32*	3.38*	4.85	2.97*	3.52*	4.61*	3.47*	4.11*	5.38*
2100	2.21	2.58*	3.33	2.18*	2.59*	3.39*	2.55*	3.02*	3.95*
2400	1.48	1.73	2.23	1.67*	1.98*	2.59*	1.95*	2.31*	3.03*
2700	1.04	1.22	1.57	1.32*	1.56*	2.05*	1.54*	1.83*	2.39*
3000	0.76	0.89	1.14	1.07*	1.27*	1.66*	1.25*	1.48*	1.94*
NOTES: Allowable loads limited by stress of 180 MPa, or deflection of L/180. *Denotes where values determined by stress.
Table of Properties
Basic steel Thickness (mm)	Mass /unit length* (kg/m)	Mass /unit area* (kg/m2)	Stress coefficients			Deffection coefficients
Basic steel Thickness (mm)	Mass /unit length* (kg/m)	Mass /unit area* (kg/m2)	Single span	Double span	Triple span	Single span	Double span	Triple span
0.6	6.78	7.06	10.74	9.63	11.24	20.47	43.73	34.22
0.7	7.70.	8.02	12.40.	11.40.	13.31	23.93	52.22	40.99
0.9	9.55	10.00.	15.72	14.94	17.43	30.86	69.22	54.33
NOTES: To obtain maximum allowable loads in kPa for spans not listed, divide coeffcient of stress by the square of the span in metres. Divide coefficient of deflection by the cube of span in metres.
*Denotes mass of Versacor coated material, Olher finishes marginally lower.

RFI - 960

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