A cross section of simply supported plate girder is shown in Figure Q4 (c). Given that steel stress, σ = 250 N/mm². (i)

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A cross section of simply supported plate girder is shown in Figure Q4 (c). Given that steel stress, σ = 250 N/mm². (i)

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A cross section of simply supported plate girder is shown in Figure Q4 (c). Given that steel stress, σ = 250 N/mm². (i) Determine the plastic moment, Mp. (ii) 20.6 914.4 25.4 Calculate the plastic modulus, Zp. 228.6 mm -7.9 (8 marks) (2 marks)
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