A floor system is supported by WF A36 steel beams 8.6m long and spaced 3m on centers. The beams are simply supported at their ends and are laterally supported over their entire span. Assume compact section and neglect beam self-weight. The properties of the beam section are: d=518mm, tw=46mm, bf=347mm, tf=55mm, k=76mm, shape factor SF=1.20, Sx=8,439x103mm3. Use allowable deflection (1/360) of beam span. Calculate the SERVICE floor load in KPa that the beam can carry against DEFLECTION. Express your answer in 2 decimal place

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A floor system is supported by WF A36 steel beams 8.6m long and spaced 3m on centers. The beams are simply supported at their ends and are laterally supported over their entire span. Assume compact section and neglect beam self-weight. The properties of the beam section are: d=518mm, tw=46mm, bf=347mm, tf=55mm, k=76mm, shape factor SF=1.20, Sx=8,439x103mm3. Use allowable deflection (1/360) of beam span. Calculate the SERVICE floor load in KPa that the beam can carry against DEFLECTION. Express your answer in 2 decimal places.

 

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