Check the adequacy of the rigid beam to column welded connection shown. The beam is a 410 UB 53.7 of Grade 300 PLUS, the electrode is E41xx SP and (V*, M*) = (36 kN, 166 kNm). (Hint: Check the adequacy also against the minimum values required in AS4100). It M* 393
Check the adequacy of the rigid beam to column welded connection shown. The beam is a 410 UB 53.7 of Grade 300 PLUS, the electrode is E41xx SP and (V*, M*) = (36 kN, 166 kNm). (Hint: Check the adequacy also against the minimum values required in AS4100). It M* 393
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.6.4P
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![Check the adequacy of the rigid beam to column welded connection shown. The beam is a 410
UB 53.7 of Grade 300 PLUS, the electrode is E41xx SP and (V*, M*) = (36 kN, 166 kNm).
(Hint: Check the adequacy also against the minimum values required in AS4100).
It
M*
393](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9df1ddd8-2e99-4ac3-847d-bc0de2f5d6cd%2F93119862-1cdc-4803-9518-eec215605d0c%2F72x4bd6_processed.png&w=3840&q=75)
Transcribed Image Text:Check the adequacy of the rigid beam to column welded connection shown. The beam is a 410
UB 53.7 of Grade 300 PLUS, the electrode is E41xx SP and (V*, M*) = (36 kN, 166 kNm).
(Hint: Check the adequacy also against the minimum values required in AS4100).
It
M*
393
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