A W 5300*101 of Steel Section (fy= 345 MPa & fu= 450 MPa) is used as simply supported beamwith a span of 15 The dead load is the summation of the super dead load (X1=9 kN/m as uniform load) and the beam weight. In addition to the dead load, a uniform live load is applied to the beam. If the lateral support is provided at 3-meter intervals, what is the maximum service live load in kN/m that can be supported. Please show your Xı and X2 value based on your student number.1- A W 5300*101 of Steel Section (f= 345 MPa & fi= 450 MPa) is used as simply supported beamwith a span of 15 m. The dead load is the summation of the super dead load (X1 kN/m as uniformload) and the beam weight. In addition to the dead load, a uniform live load is applied to the beam.If the lateral support is provided at 3-meter intervals, what is the maximum service live load inkN/m that can be supported.About X-XAbout Y-YFlangeFlangeWebMassAreaDepthSI (10)(10²)ISWidththicknessthickness(10) (10)mm* | mm(kg/m)(mm2)(mm)(mm)(mm)(mm)mm*(mm)(mm)mmW530*101 | 1011290053621017.410.9616229021826.9 | 25745.7

Properties of W530×101 From AISC manual Table 3-2 Sx=2290×103 mm3, Zx=2620×102 mm3Lb=3 m, L=15 m,…

A W 5300*101 of Steel Section (fy= 345 MPa & fu= 450 MPa) is used as simply supported beamwith a span of 15 The dead load is the summation of the super dead load (X1=9 kN/m as uniform load) and the beam weight. In addition to the dead load, a uniform live load is applied to the beam. If the lateral support is provided at 3-meter intervals, what is the maximum service live load in kN/m t

A W 5300*101 of Steel Section (fy= 345 MPa & fu= 450 MPa) is used as simply supported beamwith a span of 15 The dead load is the summation of the super dead load (X1=9 kN/m as uniform load) and the beam weight. In addition to the dead load, a uniform live load is applied to the beam. If the lateral support is provided at 3-meter intervals, what is the maximum service live load in kN/m t

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter6: Beam–columns

Section: Chapter Questions

Problem 6.8.9P

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