1.For the loading and material information shown below, according to EC3, design and check the bending and shear capacities of steel beam which is 10 m long for carrying the listed loading. Information: Beam span length = 10 m, Bay width = 6 m, Slab depth = 20 cm, Partitions = 0.75 kN/m2 , Imposed load = 2.5 kN/m2 , Concrete density = 24 kN/m3 , Steel grade = S355 . Design the beam as a restrained beam as lateral restraint is provided by the concrete slab. Simple support condition of beam ends can be assumed. Check also the deflection of the beam and see if it can satisfy the serviceability limit states or not. 2. For the beam in Question 1, check the corresponding reduced moment capacity for high shear case assuming that VEd / Vpl, Rd = 0.7 .
Please answer question 2, thanks.
1.For the loading and material information shown below, according to EC3, design and check the bending and shear capacities of steel beam which is 10 m long for carrying the listed loading. Information: Beam span length = 10 m, Bay width = 6 m, Slab depth = 20 cm, Partitions = 0.75 kN/m2 , Imposed load = 2.5 kN/m2 , Concrete density = 24 kN/m3 , Steel grade = S355 . Design the beam as a restrained beam as lateral restraint is provided by the concrete slab. Simple support condition of beam ends can be assumed. Check also the deflection of the beam and see if it can satisfy the serviceability limit states or not.
2. For the beam in Question 1, check the corresponding reduced moment capacity for high shear case assuming that VEd / Vpl, Rd = 0.7 .
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