Determine the total axial load and live loads

Reference no: EM132540813

The elevation and typical floor plan of a five story reinforced concrete building are illustrated in the attached figure.

All beams are 22 in wide and 20.5 in deep, and the wide-module joists are 16 +4.5x7+53, (that is, 16- in-deep by 7-in-wide ribs with a clear spacing of 53 inch in between ribs and 4.5-in-thick slab spanning between the ribs ) which weigh 84 psf.

The roof is an ordinary flat roof (slope of 1.5 on 12 ) that is not used as a place of public assembly or for any special purposes. Floor level 5 is light storage with a specified live load of 125 psf. All other floors are office occupancy. Assume a 10 psf superimposed dead load on all levels including the roof. Normal weight concrete with a uint weight of 150 pcf is used for all structural members. Neglect lobby/corridor loads on the typical floors, and neglect rain and snow loads on the roof.

Determine the total axial load and live loads at the base of coloumn B2 in the first story.

Reference no: EM132540813

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