GOST 19772-93
Corners steel bent unequal. Assortment (with Amendment)
GOST 19772−93
Group B22
INTERSTATE STANDARD
STAINLESS STEEL SILK INSOLES
Assortment
Roll-formed steel unequal leg angles. Dimensions
ISS 77.140.70
OKP 11 2000
Date of introduction 1997−01−01
Foreword
1 DEVELOPED by the Ukrainian Research Institute of Metals
GOSSTANDARD of Ukraine
2 ADOPTED by the Interstate Council for Standardization, Metrology and Certification (Minutes No. 3 of 17 February 1993)
For the adoption voted:
State name |
Name of national body for standardization |
Republic of Armenia |
Armgosstandart |
The Republic of Belarus |
Belstandart |
The Republic of Kazakhstan |
Kazglavstandard |
The Republic of Moldova |
Moldovastandard |
Russian Federation |
Gosstandart of Russia |
Turkmenistan |
TurkmenGlavgosinspection |
The Republic of Uzbekistan |
Uzgosstandart |
Ukraine |
Gosstandart of Ukraine |
3 By the Resolution of the State Committee of the Russian Federation for Standardization, Metrology and Certification No. 381 of June 19, 1996, the interstate standard GOST 19772−93 was put into effect directly as the state standard of the Russian Federation from January 1, 1997.
4 REPLACEMENT GOST 19772−74
5 REVISION. October 2012
The amendment published in IES No. 9, 2016
The amendment was made by the database manufacturer
1 This standard applies to corners of steel bent unequal, manufactured on roll-forming units of cold-rolled and hot-rolled sheets of carbon steel of ordinary quality, high-quality carbon and low-alloyed carbon.
2 The angles are produced by the accuracy of profiling:
A — high accuracy;
B — increased accuracy;
B — the usual accuracy.
3 The cross-section of the non-equilateral angles should correspond to that shown in Figure 1.
Legend to Figure 1 and Tables 1 and 2
— the width of the larger shelf;
— the width of the smaller shelf;
— thickness of the shelf;
— radius of curvature;
— moment of inertia;
— radius of inertia;
, — the distance from the center of gravity to the outer surfaces of the shelves;
— cross-sectional area;
— the ratio of the estimated overhang of the greater shelf to the thickness of the profile;
— the ratio of the calculated overhang of the smaller shelf to the thickness of the profile.
4 Dimensions, cross-sectional area, reference values for axes and mass of 1 m corners shall correspond to:
for corners of carbonaceous boiling and semi-quartz steel of ordinary quality, carbon quality steel with a time resistance of breaking no more than 460 N / mm (47 kgf / mm ) — given in Table 1;
for corners from carbon semi-quiet and calm steel of ordinary quality, carbon quality steel with a temporary rupture resistance of more than 460 N / mm (47 kgf / mm ) and low-alloyed — given in Table 2.
Table 1
, no more |
, cm |
Reference values of values for axes |
Weight | ||||||||||||||||||||
mm |
|||||||||||||||||||||||
, cm |
, cm |
, cm |
, cm |
, |
, cm |
, cm |
, cm |
, |
, cm |
, cm |
, cm | ||||||||||||
32 |
25 |
2.0 |
3 |
13.5 |
10.0 |
1.06 |
1.12 |
1.02 |
0.61 |
0.76 |
1.44 |
1.16 |
0.28 |
0.52 |
0.62 |
2.19 |
1.00 |
1.05 |
0.64 |
0.84 | |||
2.5 |
3 |
10.6 |
7.8 |
1.32 |
1.31 |
0.66 |
1.03 | ||||||||||||||||
50 |
35 |
3.2 |
5 |
13.0 |
8.4 |
2.53 |
6.52 |
1.61 |
2.72 |
1.04 |
7.89 |
1.77 |
1.35 |
0.73 |
0.51 |
13.37 |
1.65 |
4.63 |