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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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F04800bec-47eb-48fa-9fbb-594d67ebfaaa%2Ffefef1b3-50e8-4195-b8b0-c5a31bb19f7b%2Fmk3vw_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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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