Second-Floor-Structural-Arrangement-And-Member-Design-MAP_1-103
Project: MAP_1-103-second
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Second floor of the building is wood deck over woood joists supported over steel beams and columns. For floor joists the maximum span is 20 ft. Tributary area for loading on the steel beam from floor joists is 10 ft, for steel beams the larger span in 31 ft, and the Floor height is nominally 10 ft.
Picture 1 shows the structural arrangement of the second floor support members.
Picture 2 shows a summary of the load computations, and the design of the second floor support members.
See Roof-Structural-Arrangement-And-Member-Design-MAP_1-103
and First-Floor-Structural-Arrangement-And-Member-Design-MAP_1-103
and Foundation-Structural-Arrangement-And-Member-Design-MAP_1-103
Second-Floor-Structural-Arrangement-And-Member-Design-MAP_1-103 ... Picture 1
ANAND Enterprises project Second-Floor-Structural-Arrangement-And-Member-Design-MAP_1-103
Second-Floor-Structural-Arrangement-And-Member-Design-MAP_1-103 ... Picture 2
ANAND Enterprises project Second-Floor-Structural-Arrangement-And-Member-Design-MAP_1-103
beginning of Second-Floor-Structural-Arrangement-And-Member-Design-MAP_1-103
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