Plan of the federal building in downtown denver

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Reference no: EM13994269

Figure 1 shows a portion of the third floor office plan of the federal building in downtown Denver.

The beams and girders are simply supported and support a 4 in. thick concrete floor slab. Assume the self-weight of the beams and girders is 68 lb/ft. Find the maximum bending moments at ultimate conditions in beam B1 and girder G1.

Consider moveable partition as part of dead loads.

Hint: i) girder G1 supports beams B1 and B2 only; ii) dead loads consist of slab, partition, and beam/girder.

350_Federal building in downtown Denver.jpg

Fig. Federal building in downtown Denver

Reference no: EM13994269

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