structural design use bs codes

QUESTION TWO The beam shown below is laterally restrained at the ends and at the points of load applicatio only. For the loading shown, design the beam in Grade 43 steel I 4000 mm Loading (unfactored) Dead loads Imposed loads W? 4000 mm 12000 mm Self weight Point load wid Point load W24 Point load wli Point load w2i W2 I 4000 mm 4 kN/m 50 kN 30 kN 70 kN 40 kN I

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QUESTION TWO
The beam shown below is laterally restrained at the ends and at the points of load applicatio
only. For the load

structural design use bs codes

QUESTION TWO The beam shown below is laterally restrained at the ends and at the points of load applicatio only. For the loading shown, design the beam in Grade 43 steel I 4000 mm Loading (unfactored) Dead loads Imposed loads W? 4000 mm 12000 mm Self weight Point load wid Point load W24 Point load wli Point load w2i W2 I 4000 mm 4 kN/m 50 kN 30 kN 70 kN 40 kN I

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