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Engineering · Civil Engineering
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10. A partial plan of a balcony is shown in Figure 10. Beams Q and R are the middle two of twenty cantilevered beams spaced at 15-0 o.c The A symbol at the end ofa beam indicates a moment connection. Balcony gravity loads: WD 50 psf Wz 40 psf Neglect beam self-weight. Do not reduce live load, Deflection of the cantilever tip is not a concern in this problem. Draw Elevation A of the cantilevcred Bcam Q from centerline of the Edgc Beam to the face of the W18 column Draw a dimension line for the length of the beam and provide the dimension in feet-inches-inches (for example, 214-256). On Elevation A, draw and label the factored loads and factored reactions Directly below Elevation A, draw the shear diagram for the factored loads. CW shear is positive Directly below the factored shear diagram, draw the moment diagram. +M is when compression on top of beam. EDGE BEAM WID 119, TYP. 15-O

Everything mentioned in the problem is all the information given. The problem hopefully is doable. A little hint to do this problem is that it is about load path. Pay close attention to how the deck is spanning and how the beams are connected to each other.

Please provide your answer with diagram and details if possible. Thanks.

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