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Determine the beam column shown below is capable of safely carrying the applied loads. Given loads were determined by using LRFD provisions and bending

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Determine the beam column shown below is capable of safely carrying the applied loads. Given loads were determined by using LRFD provisions and bending moment diagrams are obtained from second order analysis. HEA360 beam is $275 steel (Fy 275 MPa) and lateral supports are at the ends only. (35 points) W = 20 kN/m 30 kN 4 m 4 m 177.87 kNm 94.45 kNm 2nd order M-diagram 1000 kN (Compression) Strong axis Weak axis

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