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[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
 
N E
Unfactored Loads psf Snow loads 50 psf Occupancy Load 40 psf Floor  Live Load 20 psf Roof Dead Load 80 psf
 
[object Object],[object Object]
[object Object]
[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],Accurate Moments 227 ft-k -318 ft-k Estimated Moments 226 ft-k -355 ft-k
[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object]
Number of Floors 11 E/W Column Spacing (ft) 27.5 N/S Column Spacing (ft) 20 Clear Length of Column 14 b x h (in) 14 x 14 Steel  5 # 11’s @ Gr60 Columns Area (ft2) 1.36 Tributary Area for LL (ft2) 548.6 Tributary Area for DL (ft2) 550
Mn (ft-kips) Pn (kips) 42 982 42 635 5 982 5 635 Floors Column 1-4 14 in x 14 in @ 8 ksi 5-6 14 in x 14 in @ 6 ksi 7-11 12 in x 12 in @ 6 ksi
 
 
Approximate Cost of Structure Unit Costs for Reinforcing Steel and Various Concrete Strengths Joists Beams Shear Walls Columns Totals Steel $328000 $52200 $39500 $46500 $466200 Concrete $549000 $35800 $171000 $23600 $779400 Totals $877000 $88000 $210500 $70100 $1245600 concrete steel Item 4000 psi 5000 psi 8000 psi 9000 psi ($/cy) ($/cy) ($/cy) ($/cy) ($/cwt) Unit Cost 101.00 106.04 121.2 126.0 43.37
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
 

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Hotel Design

  • 1.  
  • 2.
  • 3.
  • 4.  
  • 5. N E
  • 6. Unfactored Loads psf Snow loads 50 psf Occupancy Load 40 psf Floor Live Load 20 psf Roof Dead Load 80 psf
  • 7.  
  • 8.
  • 9.
  • 10.
  • 11.
  • 12.
  • 13.
  • 14.
  • 15.
  • 16. Number of Floors 11 E/W Column Spacing (ft) 27.5 N/S Column Spacing (ft) 20 Clear Length of Column 14 b x h (in) 14 x 14 Steel 5 # 11’s @ Gr60 Columns Area (ft2) 1.36 Tributary Area for LL (ft2) 548.6 Tributary Area for DL (ft2) 550
  • 17. Mn (ft-kips) Pn (kips) 42 982 42 635 5 982 5 635 Floors Column 1-4 14 in x 14 in @ 8 ksi 5-6 14 in x 14 in @ 6 ksi 7-11 12 in x 12 in @ 6 ksi
  • 18.  
  • 19.  
  • 20. Approximate Cost of Structure Unit Costs for Reinforcing Steel and Various Concrete Strengths Joists Beams Shear Walls Columns Totals Steel $328000 $52200 $39500 $46500 $466200 Concrete $549000 $35800 $171000 $23600 $779400 Totals $877000 $88000 $210500 $70100 $1245600 concrete steel Item 4000 psi 5000 psi 8000 psi 9000 psi ($/cy) ($/cy) ($/cy) ($/cy) ($/cwt) Unit Cost 101.00 106.04 121.2 126.0 43.37
  • 21.
  • 22.  

Editor's Notes

  1. Room size Circular Hallway Shear walls Footprint