Validity from 01.07.90

Failure to comply with the standard will be punished by law

This standard establishes a range of hot-rolled steel I-beams with sloped internal flange faces. 1. The cross section of the I-beams must correspond to that indicated in Fig. 1.

h - height of two avra; b - shelf width; s - wall thickness; t - average thickness of the shelf; R - radius of internal curvature; r - radius of curvature of the shelf

Note. The slope of the inner edges of the shelves should be 6-12%.

Table 1

I-beam number

Cross-sectional area, cm 2

Weight 1 m, kg

Reference values for axes

no more

Notes:1. The cross-sectional area and mass of 1 m of the I-beam are calculated according to the nominal dimensions; the density of steel is taken to be 7.85 g/cm 3.2. The values of the radii of curvature, the slope of the internal edges of the shelves, the thickness of the shelves, indicated in the drawing. 1 and in table. 1, are given for the construction of calibers and are not controlled on finished products. 3. The tables use the following designations: I - moment and inertia; W - moment of resistance; S - static half-section moment; i - radius with in er q i.4. I-beams from No. 24 to No. 60 are not recommended for use in new developments.
2. The nominal dimensions of I-beams, cross-sectional area, weight and reference values for the axles must correspond to those given in table. 1. 3. According to rolling accuracy, I-beams are manufactured: increased accuracy - B, normal accuracy - B. 4. Limit deviations in the dimensions and cross-sectional shape of I-beams (Fig. 1-2) must correspond to the specifications went to table 2 .

b 1 - width a of the shortened flange; b 2 - width of the extended flange; D - shelf misalignment; f - wall deflection

table 2

Parameter of the I-beam, while the quality is low		Limit deviations for rolling accuracy
Parameter of the I-beam, while the quality is low		increased	oh ordinary
Height h	Up to 140 incl.
	St. 14 0 » 180 »
	» 180 » 300 »
	» 300 » 3 60 »
	» 360 » 600 »
Shelf width b	Up to 73 incl.
	St. 73 » 90 »
	» 90 » 135 »
	» 135 » 155 »
	» 155
Shelf thickness t*	Up to 7.5 incl.
	St. 7.5 "8.9"
	» 8.9 » 10.7 »
	» 1 0.7 » 1 2.3 »
	» 12.3 » 14.2 »
	» 14.2 » 15.2 »
	» 15.2
Warp of shelf D at width e b	From 55 to 1 90 incl.	No more than 0.0125 b	Not more than 0.02 b
Deviation from	Up to 73 incl.
symmetry d	St. 7 3 "90"
	» 90 » 13 5 »
at width b	» 135 » 145 »
	» 145
Length	Up to 8 m incl.
	St. 8 m	To the +40 tolerance add 5 mm for each meter of length. 8 m

_____________* Plus deviations are limited by maximum deviations in mass. 5. Wall deflection (f) should not exceed 0.15 S. 6. The curvature of the I-beam should not exceed 0.2% of the length. 7. The blunting of the outer edges of the flanges of high-precision I-beams should not exceed 2.2 mm; for I-beams of normal accuracy it is not controlled. 8. Profiles are made in lengths from 4 to 12 m: measured length; multiple measured length; of unmeasured length. By agreement between the manufacturer and the consumer, the production of I-beams with a length of over 12 m is also allowed. 9. Deviations in the mass of 1 m of I-beams should not exceed plus 3, minus 5%. By agreement between the manufacturer and the consumer, the deviation in mass without control of the thickness of the flanges and walls and I-beams should not exceed plus 3, minus 3% for I-beams up to No. 16 and plus 2.5, minus 2.5% for I-beams above 16. 10. Dimensions and geometric shape are controlled at a distance of at least 500 mm from the end of the I-beam. The height of the I-beam is controlled in the Y-Y plane.

AND INFORMATION DATA

1. DEVELOPED AND EXTERNALLY BY THE Ministry of Ferrous Metallurgy of the USSR, GOSSTROI of the USSR, Central Research Institute of Building Structures. 2. APPROVED AND PUT INTO EFFECT by Resolution of the USSR State Committee on Standards dated September 27, 1989 No. 2940 3. The standard fully complies with ST SEV 2209-80 4. The standard complies with MS ISO 657/13 5. The standard is unified with BDS 5951 -75, TGL 10369 6. VZ AMEN GOST 8239-72 7. The validity period was lifted according to Protocol No. 7-95 of the Interstate Council for Standardization, Metrology and Certification (IUS 11-95) 8. REISSITION October 2001

INTERSTATE STANDARD

HOT-ROLLED STEEL I-beams Assortment

Hot-rolled steel flange beams.

Rolling products

OKP 09 2500 * 1

Date of introduction 07/01/90

This standard establishes a range of hot-rolled steel I-beams with sloped internal flange faces.

1. The cross-section of the I-beams must correspond to that indicated in the drawing. 1.

h - height of the I-beam; b - shelf width; 5 - wall thickness; t - average flange thickness; R - radius of internal curvature; g - radius of curvature of the shelf

Note: The slope of the internal edges of the shelves should be 6-12%.

2. The nominal dimensions of I-beams, cross-sectional area, weight and reference values for the axles must correspond to those given in table. 1.

Official publication ★

Reproduction is prohibited

Table 1

I-beam number

Cross-sectional area, cm 2

Weight 1 m, kg

Reference values for axes

Notes:

1. The cross-sectional area and mass of 1 m of the I-beam are calculated based on the nominal dimensions; The steel density is taken to be 7.85 g/cm 3 .

2. The values of the radii of curvature, the slope of the internal edges of the shelves, the thickness of the shelves, indicated in the drawing. 1 and in table. 1, are given for the construction of calibers and are not controlled on finished products.

3. The tables use the following notation:

I - moment of inertia;

W - moment of resistance;

S - static half-section moment; i is the radius of gyration.

3. According to rolling accuracy, I-beams are manufactured: high precision - B;

ordinary accuracy - V.

4. Maximum deviations in size and cross-sectional shape of I-beams (Fig. 1-2) must correspond to those given in table. 2.

Width of shortened flange; b 2 - width of the extended flange; D - shelf skew; / - wall deflection

Table 2 mm

I-beam parameter		Maximum deviation for rolling accuracy
level of quality		increased
level of quality		increased
	Up to 140 incl.
	St. 140 » 180 »
	St. 180 to 300 incl.

	St. 360 to 600 incl.
Shelf width b	Up to 73 incl.
	St. 73 » 90 »

	St. 135 to 155 inclusive. » 155
Shelf thickness t *	Up to 7.5 incl.
	St. 7.5 "8.9"

	St. 10.7 to 12.3 incl.
	» 12.3 » 14.2 »
	» 14.2 » 15.2 »

Warp of shelf A at width b	From 55 to 190 incl.	No more than 0.0125 b	No more than 0.02 b
Deviation from sym-	Up to 73 incl.
metric 5	St. 73 » 90 »


with width b	St. 135 to 145 incl. » 145
	Up to 8 m incl.
		Add +40 to tolerance
		apply 5 mm for each
		meter length St. 8 m

* Positive deviations are limited by maximum deviations by weight.

5. Wall deflection (/) should not exceed 0.15 S.

6. The curvature of the I-beam should not exceed 0.2% of the length.

7. The blunting of the outer edges of the flanges of high-precision I-beams should not exceed 2.2 mm; for normal-precision I-beams it is not controlled.

8. Profiles are made with lengths from 4 to 12 m:

measured length;

multiple measured length;

of unmeasured length.

By agreement between the manufacturer and the consumer, it is allowed to manufacture I-beams longer than 12 m.

9. Deviations in the mass of 1 m of I-beam should not exceed plus 3, minus 5%.

By agreement between the manufacturer and the consumer, the deviation in weight without control of the thickness of the flanges and walls of the I-beam should not exceed plus 3, minus 3% for I-beams up to No. 16 and plus 2.5, minus 2.5% for I-beams over 16.

10. Dimensions and geometric shape controlled at a distance of at least 500 mm from the end of the I-beam.

The height of the I-beam is controlled in the Y-Y plane.

INFORMATION DATA

1. DEVELOPED AND INTRODUCED by the Ministry of Ferrous Metallurgy of the USSR, GOSSTROI of the USSR, Central Research Institute of Building Structures

2. APPROVED AND ENTERED INTO EFFECT by Resolution of the USSR State Committee on Standards dated September 27, 1989 No. 2940

3. The standard fully complies with ST SEV 2209-80

4. The standard complies with MS ISO 657-13

5. The standard is unified with BDS 5951-75, TGL 10369

6. INSTEAD GOST 8239-72

7. The validity period was lifted according to Protocol No. 7-95 of the Interstate Council for Standardization, Metrology and Certification (IUS 11-95)

8. REPUBLICATION. October 2001

GOST 8239-89: Hot-rolled steel I-beams

This standard establishes a range of hot-rolled steel I-beams with sloped internal flange faces.

1. The cross-section of the I-beams must correspond to that shown in the drawing.

h - height of the I-beam; b - shelf width; s - wall thickness; t - average flange thickness; R - radius of internal curvature; r - radius of curvature of the shelf;

Note. The slope of the internal edges of the shelves should be 6-12%.

2. The nominal dimensions of I-beams, cross-sectional area, weight and reference values for the axles must correspond to those given in the table.

N two.	Dimensions						Area pop. sections,	Weight 1 m, kg	Reference values for axes
	h	b	s	t	R	r			X - X				Y-Y
	no more than mm								Ix,	Wx,	i x ,	Sx,	Iy,	Wy,	i y,
	no more than mm						cm 2		cm 4	cm 3	cm	cm 3	cm 4	cm 3	cm
10	100	55	4,5	7,2	7,0	2,5	12,0	9,46	198	39,7	4,06	23,0	17,9	6,49	1,22
12	120	64	4,8	7,3	7,5	3,0	14,7	11,50	350	58,4	4,88	33,7	27,9	8,72	1,38
14	140	73	4,9	7,5	8,0	3,0	17,4	13,70	572	81,7	5,73	46,8	41,9	11,50	1,55
16	160	81	5,0	7,8	8,5	3,5	20,2	15,90	873	109,0	6,57	62,3	58,6	14,50	1,70
18	180	90	5,1	8,1	9,0	3,5	23,4	18,40	1290	143,0	7,42	81,4	82,6	18,40	1,88
20	200	100	5,2	8,4	9,5	4,0	26,8	21,00	1840	184,0	8,28	104,0	115,0	23,10	2,07
22	220	110	5,4	8,7	10,0	4,0	30,6	24,00	2550	232,0	9,13	131,0	157,0	28,60	2,27
24	240	115	5,6	9,5	10,5	4,0	34,8	27,30	3460	289,0	9,97	163,0	198,0	34,50	2,37
27	270	125	6,0	9,8	11,0	4,5	40,2	31,50	5010	371,0	11,20	210,0	260,0	41,50	2,54
30	300	135	6,5	10,2	12,0	5,0	46,5	36,50	7080	472,0	12,30	268,0	337,0	49,90	2,69
33	330	140	7,0	11,2	13,0	5,0	53,8	42,20	9840	597,0	13,50	339,0	419,0	59,90	2,79
36	360	145	7,5	12,3	14,0	6,0	61,9	48,60	13380	743,0	14,70	423,0	516,0	71,10	2,89
40	400	155	8,3	13,0	15,0	6,0	72,6	57,00	19062	953,0	16,20	545,0	667,0	86,10	3,03
45	450	160	9,0	14,2	16,0	7,0	84,7	66,50	27696	1231,0	18,10	708,0	808,0	101,00	3,09
50	500	170	10,0	15,2	17,0	7,0	100,0	78,50	39727	1589,0	19,90	919,0	1043,0	123,00	3,23
55	550	180	11,0	16,5	18,0	7,0	118,0	92,60	55962	2035,0	21,80	1181,0	1356,0	151,00	3,39
60	600	190	12,0	17,8	20,0	8,0	138,0	108,00	76806	2560,0	23,60	1491,0	1725,0	182,00	3,54

Notes:

The cross-sectional area and mass of 1 m of the I-beam are calculated from the nominal dimensions; The steel density is taken to be 7.85 g/cm3.
The values of the radii of curvature, the slope of the internal edges of the flanges, the thickness of the flanges indicated in the drawing and in the table are given for the construction of gauges and are not controlled on the finished product.
The tables use the following notation:
- I - moment of inertia;
- W - moment of resistance;
- S - static half-section moment;
- i is the radius of gyration.
I-beams No. 24 to No. 60 are not recommended for use in new developments.

3. According to rolling accuracy, I-beams are manufactured:

increased accuracy - B,
ordinary accuracy - V.

4. Maximum deviations in size and cross-sectional shape of I-beams must correspond to those given in the table.

b1 - width of the shortened flange; b2 - width of the extended flange; D - shelf skew; f - wall deflection;

I-beam parameter, quality indicator	Size	Limit deviations for rolling accuracy
I-beam parameter, quality indicator	Size	increased	ordinary
Height h	Up to 140 incl.		+ 2,0
	» 140 » 180 »	+2,0	+2,5
	» 180 » 300 »		+3,0
	» 300 » 360 »	+3,0	+3,5
	» 360 » 600 »	+4,0	+4,0
Shelf width b	Up to 73 incl.		+2,0
	» 73 » 90 »	+2,0	+2,5
	» 90 » 135 »		+3,0
	» 135 » 155 »		+3,5
	» 155	+3,0	+4,0
Shelf thickness t*	Up to 7.5 incl.	-0,4	-0,7
	» 7.5 » 8.9 »	-0,5	-0,7
	» 8.9 » 10.7 »	-0,6	-0,8
	» 10.7 » 12.3 »	-0,7
	» 12.3 » 14.2 »	-0,8	-1,0
	» 14.2 » 15.2 »	-0,9
	» 15.2	-1,0	-1,2
Warp of shelf D at width b	From 55 to 190 incl.	No more than 0.0125 b	No more 0,02 b
Deviation from symmetry d =(b 1 -b 2)/2	Up to 73 incl.		2,0
	» 73 » 90 »	2,0	2,5
	» 90 » 135 »		3,0
at width b	» 135 » 145 »		3,5
at width b	» 145	3,0	4,0
Length	Up to 8 m incl.	+40	+40
Length	» 8 m	To tolerance +40 add 5 mm for each meter of length » 8 m	+80

* Positive deviations are limited by maximum deviations by weight.

5. Wall deflection ( f) should not exceed 0.15.

6. The curvature of the I-beam should not exceed 0.2% of the length.

7. The blunting of the outer edges of the flanges of high-precision I-beams should not exceed 2.2 mm; for normal-precision I-beams it is not controlled.

8. Profiles are made with lengths from 4 to 12 m:

measured length;

multiple measured length;

number length.

By agreement between the manufacturer and the consumer, it is allowed to manufacture I-beams longer than 12 m.

9. Deviations in the mass of 1 m of I-beam should not exceed plus 3, minus 5%.

10. Dimensions and geometric shape are controlled at a distance of at least 500 mm from the end of the I-beam.

The height of the I-beam is controlled in the plane Y-Y.

INTERSTATE STANDARD

HOT-ROLLED STEEL I-beams

Assortment

Hot-rolled steel flange beams. Rolling products

GOST 8239-89

Date of introduction 07/01/90

This standard establishes a range of hot-rolled steel I-beams with sloped internal flange faces.

1. The cross-section of the I-beams must correspond to that indicated in the drawing. 1.

h is the height of the I-beam; b - shelf width; S—wall thickness; t—average flange thickness; R—radius of internal curvature; g - radius of curvature of the shelf

Crap. 1

Note. The slope of the internal edges of the shelves should be 6-12%.

2. The nominal dimensions of I-beams, cross-sectional area, weight and reference values for the axles must correspond to those given in table. 1.

Table 1

Notes:

The cross-sectional area and mass of 1 m of the I-beam are calculated from the nominal dimensions; The steel density is taken to be 7.85 g/cm 3 .
The values of the radii of curvature, the slope of the internal edges of the shelves, the thickness of the shelves, indicated in the drawing. 1 and in table. 1, are given for the construction of calibers and are not controlled on finished products.
The tables use the following notation:

I—moment of inertia;
W is the moment of resistance;
S—static half-section moment;
i is the radius of gyration.

3. According to rolling accuracy, I-beams are manufactured:

increased accuracy - B;
ordinary accuracy - V.

4. Maximum deviations in size and cross-sectional shape of I-beams (Drawings 1-2) must correspond to those given in Table. 2.

b 1 - width of the shortened flange; b 2 - width of the extended flange; Δ — shelf skew; ƒ — wall deflection

Crap. 2

table 2

* Positive deviations are limited by maximum deviations by weight.

5. Wall deflection (ƒ) should not exceed 0.15 S.

6. The curvature of the I-beam should not exceed 0.2% of the length.

7. The blunting of the outer edges of the flanges of high-precision I-beams should not exceed 2.2 mm; for normal-precision I-beams it is not controlled.

8. Profiles are made with lengths from 4 to 12 m:

measured length;
multiple measured length;
of unmeasured length.

By agreement between the manufacturer and the consumer, it is allowed to manufacture I-beams longer than 12 m.

9. Deviations in the mass of 1 m of I-beam should not exceed plus 3, minus 5%.

10. Dimensions and geometric shape are controlled at a distance of at least 500 mm from the end of the I-beam.

The height of the I-beam is controlled in the Y-Y plane

INFORMATION DATA

1. DEVELOPED AND INTRODUCED by the Ministry of Ferrous Metallurgy of the USSR, GOSSTROY of the USSR, Central Research Institute of Building Structures

2. APPROVED AND ENTERED INTO EFFECT by Resolution of the USSR State Committee on Standards dated September 27, 1989 No. 2940

3. The standard fully complies with ST SEV 2209-80

4. The standard complies with MS ISO 657-13

5. The standard is unified with BDS 5951-75, TGL 10369

6. INSTEAD GOST 8239-72

7. The validity period was lifted according to Protocol No. 7-95 of the Interstate Council for Standardization, Metrology and Certification (NUS 11-95)

8. REPUBLICATION. October 2001