Question: Q 3 ) determine if the beam - column shown below is capable of safely carrying the applied loads. Given loads were determined using LRFD

3)

determine if the beam

-

column shown below is capable of safely carrying the applied loads. Given loads were determined using LRFD load combinaitons and bending moment diagrams were obtained from second order analysis. HEB

400

beam S

275

steel

(

= 275

MPA

)

are used. There are lateral supports at the ends only.

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