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Iso 657-11

热轧钢型材 — 第11部分:斜翼缘槽形截面(公制系列)— 尺寸和截面特性

Iso 657-11

Hot-rolled steel sections — Part 11: Sloping flange channel sections (Metric series) — Dimensions and sectional properties

版本年份 1980 文件语言 英语 全文 6 页 格式 PDF
Iso 657-11 热轧钢型材 — 第11部分:斜翼缘槽形截面(公制系列)— 尺寸和截面特性封面

标准信息

STANDARD INFORMATION
标准编号
Iso 657-11
所属分类
ISO 国际标准
发布机构
ISO
版本年份
1980
文件语言
英语
文件格式
PDF
文件页数
6 页
文件大小
74.25 KB

中文名称为参考译名,文件语言以原文为准。

· 更新:

标准简介

OVERVIEW

中文简介

该标准规定了公制系列热轧钢斜翼缘槽形截面的尺寸和截面特性。它提供了不同规格槽形钢的质量、截面面积、几何尺寸及关于X-X和Y-Y轴的截面特性数据,适用于工程设计和材料选型。

English summary

This standard specifies the dimensions and sectional properties of metric series hot-rolled steel sloping flange channel sections. It provides data on mass, sectional area, geometric dimensions, and sectional properties about X-X and Y-Y axes for various specifications, applicable for engineering design and material selection.

以上为根据文件整理的内容简介。

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ISO 657-1 : 1988 (E)

Table 1 — Dimensions and sectional properties of hot-rolled equal-leg angles (concluded)

DesignationMass
kg/m
Sectional
area
cm²
DimensionsDistances of centre
of gravity
Sectional properties about axes
X-X = Y-YU-UV-V
A
mm
l
mm
rroot
mm
cx = cy
cm
cu
cm
cv
cm
Ix = Iy
cm⁴
rx = ry
cm
Zx = Zy
cm³
Iu
cm⁴
ru
cm
Iv
cm⁴
rv
cm
Zv
cm³
(1)(2)(3)(4)(5)(6)(7)(8)(9)(10)(11)(12)(13)(14)(15)(16)(17)
200 × 200 × 1648,561,820016185,5214,17,812 3406,161623 7207,769603,94123
200 × 200 × 2059,976,320020185,6814,18,042 8506,111994 5307,701 1703,92146
200 × 200 × 2471,190,620024185,8414,18,263 3306,062355 2807,641 3803,90167
250 × 250 × 2810413325028187,2417,710,27 7007,6243312 2009,613 1704,89309
250 × 250 × 3512816325035187,5017,710,69 2607,5452914 7009,483 8604,87364

NOTES

  1. Member countries may choose, to be included in their national standards, the sizes which are required to meet their demand.
  2. For the angles so chosen, only thicknesses which can be rolled in their mills to meet the demand of the users may be selected from the list of thicknesses corresponding to equal angles in table 1.
  3. The sectional area has been calculated using the formula

S = [1/2 A - l) + 0,214 6 (rroot² - 2rtoe²)] × 1/100

where

  • S is the sectional area, in square centimetres;
  • l is the thickness, in millimetres;
  • rroot is the root radius, in millimetres;
  • rtoe is the toe radius, in millimetres;
  • A is the leg length, in millimetres.
  1. Mass is calculated on the basis of density of steel of 7,85 kg/dm³.

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