QUESTION FOUR The beam shown below has end moments of 260 kNm and 220 kNm (due to factored load and the intermediate poi

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QUESTION FOUR The beam shown below has end moments of 260 kNm and 220 kNm (due to factored load and the intermediate poi

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Question Four The Beam Shown Below Has End Moments Of 260 Knm And 220 Knm Due To Factored Load And The Intermediate Poi 1
Question Four The Beam Shown Below Has End Moments Of 260 Knm And 220 Knm Due To Factored Load And The Intermediate Poi 1 (45.48 KiB) Viewed 23 times
structural design
QUESTION FOUR The beam shown below has end moments of 260 kNm and 220 kNm (due to factored load and the intermediate point loads are applied through the top flange. It is assumed that the beam is effectively laterally restrained at the points of load application. Design the beam in Grade 43 steel 4000 mm W₁ I 4000 mm 12000 mm W2 I 4000 mm
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