Aisc design guide 15 rehabilitation and retrofit guide

Page 122

Table 2.3.1 Dimensions and Primary Properties -- Steel Sections 1887-1952

Elastic Properties

Designation H3 H6 6WF 6WF CBS6 CBS 6WF CBS6 CBS 6WF

X1 ksi 4116 3848 3282 3433 3276 3252 2913 2854 2882 3015

X2 x 106 (1/ksi)2 465 600 1178 976 1178 1244 1954 2095 2054 1677

Ix

Axis x-x Sx

rx

Iy

Axis y-y Sy

ry

Plastic Modulus Zx Zy

in.4 38.8 38.7 36.4 34.1 36.2 35.5 30.3 30.3 30.1 28.1

in.3 12.9 12.9 11.9 11.5 11.9 11.7 10.1 10.1 10.0 9.7

in. 2.57 2.58 2.62 2.54 2.62 2.59 2.56 2.56 2.56 2.48

in.4 11.4 13.0 11.7 11.8 11.6 11.0 9.7 9.7 9.2 9.7

in.3 3.8 4.3 3.9 3.9 3.9 3.6 3.2 3.2 3.1 3.2

in. 1.39 1.50 1.48 1.49 1.48 1.44 1.45 1.45 1.42 1.46

in.3 14.4 14.4 13.1 12.7 13.1 12.9 11.0 11.0 11.0 10.6

in.3 6.2 6.7 5.9 6.0 5.9 5.8 4.9 4.9 4.9 4.9

115 © 2003 by American Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must not be reproduced in any form without permission of the publisher.


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