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Engineering, 27.06.2021 09:50 ZacherySpeaks170

Check the adequacy of a cantilovor beam if tho section is a UB 356x1Zx51 of stool grade S355 (= 355 MPa = 470 MPa). as shown below. Thore is no latoral support other than at the fixed ond Use an unbracod length oqual to tho span longth Tho beam supports a permanent aation of 12cm concrete slab with a strip width of 4 m (normal-woight concrete=25 KN/m) and the imposed action is 3 kN/m?

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