An unstiffened web I-section is fabricated from a 10 mm thick plate by fillet welding as shown in the figure. If yield stress of steel is 250 MPa, the maximum shear load that section can [2 Marks] take is 10 mm 300 mm 10 mm 200 mm

An unstiffened web I-section is fabricated from a 10 mm thick plate by fillet welding as shown in the figure. If yield stress of steel is 250 MPa, the maximum shear load that section can [2 Marks] take is 10 mm 300 mm 10 mm 200 mm

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter1: Introduction

Section: Chapter Questions

Problem 1.5.6P: The data in Table 1.5.3 were obtained from a tensile test of a metal specimen with a rectangular...

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Question

Please

An unstiffened web I-section
fabricated from a 10 mm thick plate by
fillet welding as shown in the figure. If
yield stress of steel is 250 MPa, the
maximum shear load that section can
is
take is
[2 Marks]
10 mm
300 mm
10 mm
200 mm

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