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Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 2nd Beam Number = 29
SPAN INFORMATION (ft): I-End (160.00,96.00) J-End (160.00,120.00)
Beam Size (Optimum) = W24X76 Fy = 50.0 ksi
Total Beam Length (ft) = 24.00
Mp (kip-ft) = 833.33
POINT LOADS (kips):
Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL
6.000 23.10
6.000 14.85
12.000 23.10
12.000 14.85
18.000 23.10
18.000 14.85
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.076 0.000 --- NonR 0.000
24.000 0.076 0.000 0.000
SHEAR: Max Va (DL+LL) = 57.84 kips Vn/1.50 = 210.32 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 460.9 12.0 6.0 1.11 1.67 499.00
Controlling DL 460.9 12.0 6.0 1.11 1.67 499.00
REACTIONS (kips):
Left Right
DL reaction 57.84 57.84
Max +total reaction 57.84 57.84
DEFLECTIONS: (Camber = 1/2)
Dead load (in) at 12.00 ft = -0.746 L/D = 386
Live load (in) at 12.00 ft = -0.000
Net Total load (in) at 12.00 ft = -0.246 L/D = 1171
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 2nd Beam Number = 30
SPAN INFORMATION (ft): I-End (160.00,80.00) J-End (160.00,96.00)
Beam Size (Optimum) = W21X44 Fy = 50.0 ksi
Total Beam Length (ft) = 16.00
Mp (kip-ft) = 397.50
POINT LOADS (kips):
Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL
4.000 23.10
4.000 14.85
10.000 23.10
10.000 14.85
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.044 0.000 --- NonR 0.000
16.000 0.044 0.000 0.000
SHEAR: Max Va (DL+LL) = 43.05 kips Vn/1.50 = 144.90 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 200.6 10.0 6.0 1.06 1.67 234.02
Controlling DL 200.6 10.0 6.0 1.06 1.67 234.02
REACTIONS (kips):
Left Right
DL reaction 43.05 33.56
Max +total reaction 43.05 33.56
DEFLECTIONS:
Dead load (in) at 7.92 ft = -0.369 L/D = 520
Live load (in) at 7.92 ft = -0.000
Net Total load (in) at 7.92 ft = -0.369 L/D = 520
Page 2/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 2nd Beam Number = 31
SPAN INFORMATION (ft): I-End (160.00,50.00) J-End (160.00,80.00)
Beam Size (Optimum) = W30X99 Fy = 50.0 ksi
Total Beam Length (ft) = 30.00
Mp (kip-ft) = 1300.0
0
POINT LOADS (kips):
Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL
4.000 23.10
4.000 14.85
10.000 23.10
10.000 14.85
16.000 23.10
16.000 14.85
22.000 23.10
22.000 14.85
28.000 23.10
28.000 14.85
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.099 0.000 --- NonR 0.000
30.000 0.099 0.000 0.000
SHEAR: Max Va (DL+LL) = 102.68 kips Vn/1.50 = 308.88 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 744.8 16.0 6.0 1.04 1.67 778.44
Controlling DL 744.8 16.0 6.0 1.04 1.67 778.44
REACTIONS (kips):
Left Right
DL reaction 90.03 102.68
Max +total reaction 90.03 102.68
DEFLECTIONS: (Camber = 3/4)
Dead load (in) at 15.00 ft = -1.023 L/D = 352
Live load (in) at 15.00 ft = -0.000
Net Total load (in) at 15.00 ft = -0.273 L/D = 1321
Page 3/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 2nd Beam Number = 32
SPAN INFORMATION (ft): I-End (160.00,30.00) J-End (160.00,50.00)
Beam Size (Optimum) = W24X55 Fy = 50.0 ksi
Total Beam Length (ft) = 20.00
Mp (kip-ft) = 558.33
POINT LOADS (kips):
Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL
6.000 23.10
6.000 14.85
12.000 23.10
12.000 14.85
18.000 23.10
18.000 14.85
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.055 0.000 --- NonR 0.000
20.000 0.055 0.000 0.000
SHEAR: Max Va (DL+LL) = 68.86 kips Vn/1.67 = 167.46 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 321.4 12.0 6.0 1.06 1.67 334.33
Controlling DL 321.4 12.0 6.0 1.06 1.67 334.33
REACTIONS (kips):
Left Right
DL reaction 46.09 68.86
Max +total reaction 46.09 68.86
DEFLECTIONS:
Dead load (in) at 10.10 ft = -0.572 L/D = 419
Live load (in) at 10.10 ft = -0.000
Net Total load (in) at 10.10 ft = -0.572 L/D = 419
Page 4/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 2nd Beam Number = 33
SPAN INFORMATION (ft): I-End (160.00,0.00) J-End (160.00,30.00)
Beam Size (Optimum) = W30X90 Fy = 50.0 ksi
Total Beam Length (ft) = 30.00
Mp (kip-ft) = 1179.1
7
POINT LOADS (kips):
Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL
6.000 23.10
6.000 14.85
12.000 23.10
12.000 14.85
18.000 23.10
18.000 14.85
24.000 23.10
24.000 14.85
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.090 0.000 --- NonR 0.000
30.000 0.090 0.000 0.000
SHEAR: Max Va (DL+LL) = 77.25 kips Vn/1.67 = 249.07 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 693.2 15.0 6.0 1.00 1.67 706.09
Controlling DL 693.2 15.0 6.0 1.00 1.67 706.09
REACTIONS (kips):
Left Right
DL reaction 77.25 77.25
Max +total reaction 77.25 77.25
DEFLECTIONS: (Camber = 3/4)
Dead load (in) at 15.00 ft = -1.081 L/D = 333
Live load (in) at 15.00 ft = -0.000
Net Total load (in) at 15.00 ft = -0.331 L/D = 1087
Page 5/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 38
SPAN INFORMATION (ft): I-End (115.00,114.00) J-End (160.00,114.00)
Joist Size (Optimum) = 32LH11
Total Beam Length (ft) = 45.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
45.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
45.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
45.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 469.1
Total: 660.0 689.0
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 167.1 22.5
REACTIONS (kips):
Left Right
DL reaction 14.85 14.85
Max +total reaction 14.85 14.85
DEFLECTIONS:
Dead load (in) = 2.111 L/D = 256
Live load (in) = 0.000
Total load (in) = 2.111 L/D = 256
Page 6/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 39
SPAN INFORMATION (ft): I-End (115.00,108.00) J-End (160.00,108.00)
Joist Size (Optimum) = 32LH11
Total Beam Length (ft) = 45.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
45.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
45.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
45.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 469.1
Total: 660.0 689.0
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 167.1 22.5
REACTIONS (kips):
Left Right
DL reaction 14.85 14.85
Max +total reaction 14.85 14.85
DEFLECTIONS:
Dead load (in) = 2.111 L/D = 256
Live load (in) = 0.000
Total load (in) = 2.111 L/D = 256
Page 7/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 40
SPAN INFORMATION (ft): I-End (115.00,102.00) J-End (160.00,102.00)
Joist Size (Optimum) = 32LH11
Total Beam Length (ft) = 45.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
45.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
45.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
45.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 469.1
Total: 660.0 689.0
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 167.1 22.5
REACTIONS (kips):
Left Right
DL reaction 14.85 14.85
Max +total reaction 14.85 14.85
DEFLECTIONS:
Dead load (in) = 2.111 L/D = 256
Live load (in) = 0.000
Total load (in) = 2.111 L/D = 256
Page 8/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 41
SPAN INFORMATION (ft): I-End (115.00,96.00) J-End (160.00,96.00)
Joist Size (Optimum) = 32LH11
Total Beam Length (ft) = 45.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
45.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
45.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
45.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 469.1
Total: 660.0 689.0
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 167.1 22.5
REACTIONS (kips):
Left Right
DL reaction 14.85 14.85
Max +total reaction 14.85 14.85
DEFLECTIONS:
Dead load (in) = 2.111 L/D = 256
Live load (in) = 0.000
Total load (in) = 2.111 L/D = 256
Page 9/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 42
SPAN INFORMATION (ft): I-End (115.00,90.00) J-End (160.00,90.00)
Joist Size (Optimum) = 32LH11
Total Beam Length (ft) = 45.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
45.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
45.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
45.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 469.1
Total: 660.0 689.0
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 167.1 22.5
REACTIONS (kips):
Left Right
DL reaction 14.85 14.85
Max +total reaction 14.85 14.85
DEFLECTIONS:
Dead load (in) = 2.111 L/D = 256
Live load (in) = 0.000
Total load (in) = 2.111 L/D = 256
Page 10/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 43
SPAN INFORMATION (ft): I-End (115.00,84.00) J-End (160.00,84.00)
Joist Size (Optimum) = 32LH11
Total Beam Length (ft) = 45.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
45.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
45.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
45.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 469.1
Total: 660.0 689.0
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 167.1 22.5
REACTIONS (kips):
Left Right
DL reaction 14.85 14.85
Max +total reaction 14.85 14.85
DEFLECTIONS:
Dead load (in) = 2.111 L/D = 256
Live load (in) = 0.000
Total load (in) = 2.111 L/D = 256
Page 11/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 44
SPAN INFORMATION (ft): I-End (115.00,78.00) J-End (160.00,78.00)
Joist Size (Optimum) = 32LH11
Total Beam Length (ft) = 45.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
45.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
45.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
45.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 469.1
Total: 660.0 689.0
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 167.1 22.5
REACTIONS (kips):
Left Right
DL reaction 14.85 14.85
Max +total reaction 14.85 14.85
DEFLECTIONS:
Dead load (in) = 2.111 L/D = 256
Live load (in) = 0.000
Total load (in) = 2.111 L/D = 256
Page 12/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 45
SPAN INFORMATION (ft): I-End (115.00,72.00) J-End (160.00,72.00)
Joist Size (Optimum) = 32LH11
Total Beam Length (ft) = 45.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
45.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
45.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
45.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 469.1
Total: 660.0 689.0
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 167.1 22.5
REACTIONS (kips):
Left Right
DL reaction 14.85 14.85
Max +total reaction 14.85 14.85
DEFLECTIONS:
Dead load (in) = 2.111 L/D = 256
Live load (in) = 0.000
Total load (in) = 2.111 L/D = 256
Page 13/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 46
SPAN INFORMATION (ft): I-End (115.00,66.00) J-End (160.00,66.00)
Joist Size (Optimum) = 32LH11
Total Beam Length (ft) = 45.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
45.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
45.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
45.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 469.1
Total: 660.0 689.0
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 167.1 22.5
REACTIONS (kips):
Left Right
DL reaction 14.85 14.85
Max +total reaction 14.85 14.85
DEFLECTIONS:
Dead load (in) = 2.111 L/D = 256
Live load (in) = 0.000
Total load (in) = 2.111 L/D = 256
Page 14/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 47
SPAN INFORMATION (ft): I-End (115.00,60.00) J-End (160.00,60.00)
Joist Size (Optimum) = 32LH11
Total Beam Length (ft) = 45.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
45.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
45.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
45.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 469.1
Total: 660.0 689.0
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 167.1 22.5
REACTIONS (kips):
Left Right
DL reaction 14.85 14.85
Max +total reaction 14.85 14.85
DEFLECTIONS:
Dead load (in) = 2.111 L/D = 256
Live load (in) = 0.000
Total load (in) = 2.111 L/D = 256
Page 15/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 48
SPAN INFORMATION (ft): I-End (115.00,54.00) J-End (160.00,54.00)
Joist Size (Optimum) = 32LH11
Total Beam Length (ft) = 45.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
45.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
45.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
45.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 469.1
Total: 660.0 689.0
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 167.1 22.5
REACTIONS (kips):
Left Right
DL reaction 14.85 14.85
Max +total reaction 14.85 14.85
DEFLECTIONS:
Dead load (in) = 2.111 L/D = 256
Live load (in) = 0.000
Total load (in) = 2.111 L/D = 256
Page 16/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 49
SPAN INFORMATION (ft): I-End (115.00,48.00) J-End (160.00,48.00)
Joist Size (Optimum) = 32LH11
Total Beam Length (ft) = 45.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
45.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
45.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
45.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 469.1
Total: 660.0 689.0
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 167.1 22.5
REACTIONS (kips):
Left Right
DL reaction 14.85 14.85
Max +total reaction 14.85 14.85
DEFLECTIONS:
Dead load (in) = 2.111 L/D = 256
Live load (in) = 0.000
Total load (in) = 2.111 L/D = 256
Page 17/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 50
SPAN INFORMATION (ft): I-End (115.00,42.00) J-End (160.00,42.00)
Joist Size (Optimum) = 32LH11
Total Beam Length (ft) = 45.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
45.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
45.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
45.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 469.1
Total: 660.0 689.0
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 167.1 22.5
REACTIONS (kips):
Left Right
DL reaction 14.85 14.85
Max +total reaction 14.85 14.85
DEFLECTIONS:
Dead load (in) = 2.111 L/D = 256
Live load (in) = 0.000
Total load (in) = 2.111 L/D = 256
Page 18/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 51
SPAN INFORMATION (ft): I-End (115.00,36.00) J-End (160.00,36.00)
Joist Size (Optimum) = 32LH11
Total Beam Length (ft) = 45.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
45.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
45.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
45.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 469.1
Total: 660.0 689.0
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 167.1 22.5
REACTIONS (kips):
Left Right
DL reaction 14.85 14.85
Max +total reaction 14.85 14.85
DEFLECTIONS:
Dead load (in) = 2.111 L/D = 256
Live load (in) = 0.000
Total load (in) = 2.111 L/D = 256
Page 19/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 52
SPAN INFORMATION (ft): I-End (115.00,30.00) J-End (160.00,30.00)
Joist Size (Optimum) = 32LH11
Total Beam Length (ft) = 45.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
45.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
45.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
45.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 469.1
Total: 660.0 689.0
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 167.1 22.5
REACTIONS (kips):
Left Right
DL reaction 14.85 14.85
Max +total reaction 14.85 14.85
DEFLECTIONS:
Dead load (in) = 2.111 L/D = 256
Live load (in) = 0.000
Total load (in) = 2.111 L/D = 256
Page 20/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 53
SPAN INFORMATION (ft): I-End (115.00,24.00) J-End (160.00,24.00)
Joist Size (Optimum) = 32LH11
Total Beam Length (ft) = 45.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
45.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
45.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
45.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 469.1
Total: 660.0 689.0
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 167.1 22.5
REACTIONS (kips):
Left Right
DL reaction 14.85 14.85
Max +total reaction 14.85 14.85
DEFLECTIONS:
Dead load (in) = 2.111 L/D = 256
Live load (in) = 0.000
Total load (in) = 2.111 L/D = 256
Page 21/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 54
SPAN INFORMATION (ft): I-End (115.00,18.00) J-End (160.00,18.00)
Joist Size (Optimum) = 32LH11
Total Beam Length (ft) = 45.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
45.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
45.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
45.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 469.1
Total: 660.0 689.0
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 167.1 22.5
REACTIONS (kips):
Left Right
DL reaction 14.85 14.85
Max +total reaction 14.85 14.85
DEFLECTIONS:
Dead load (in) = 2.111 L/D = 256
Live load (in) = 0.000
Total load (in) = 2.111 L/D = 256
Page 22/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 55
SPAN INFORMATION (ft): I-End (115.00,12.00) J-End (160.00,12.00)
Joist Size (Optimum) = 32LH11
Total Beam Length (ft) = 45.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
45.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
45.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
45.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 469.1
Total: 660.0 689.0
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 167.1 22.5
REACTIONS (kips):
Left Right
DL reaction 14.85 14.85
Max +total reaction 14.85 14.85
DEFLECTIONS:
Dead load (in) = 2.111 L/D = 256
Live load (in) = 0.000
Total load (in) = 2.111 L/D = 256
Page 23/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 56
SPAN INFORMATION (ft): I-End (115.00,6.00) J-End (160.00,6.00)
Joist Size (Optimum) = 32LH11
Total Beam Length (ft) = 45.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
45.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
45.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
45.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 469.1
Total: 660.0 689.0
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 167.1 22.5
REACTIONS (kips):
Left Right
DL reaction 14.85 14.85
Max +total reaction 14.85 14.85
DEFLECTIONS:
Dead load (in) = 2.111 L/D = 256
Live load (in) = 0.000
Total load (in) = 2.111 L/D = 256
Page 24/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 57
SPAN INFORMATION (ft): I-End (160.00,6.00) J-End (230.00,6.00)
Joist Size (Optimum) = 44LH16
Total Beam Length (ft) = 70.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
70.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
70.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
70.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 466.7
Total: 660.0 700.1
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 404.2 35.0
REACTIONS (kips):
Left Right
DL reaction 23.10 23.10
Max +total reaction 23.10 23.10
DEFLECTIONS:
Dead load (in) = 3.300 L/D = 255
Live load (in) = 0.000
Total load (in) = 3.300 L/D = 255
Page 25/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 58
SPAN INFORMATION (ft): I-End (160.00,12.00) J-End (230.00,12.00)
Joist Size (Optimum) = 44LH16
Total Beam Length (ft) = 70.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
70.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
70.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
70.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 466.7
Total: 660.0 700.1
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 404.2 35.0
REACTIONS (kips):
Left Right
DL reaction 23.10 23.10
Max +total reaction 23.10 23.10
DEFLECTIONS:
Dead load (in) = 3.300 L/D = 255
Live load (in) = 0.000
Total load (in) = 3.300 L/D = 255
Page 26/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 59
SPAN INFORMATION (ft): I-End (160.00,18.00) J-End (230.00,18.00)
Joist Size (Optimum) = 44LH16
Total Beam Length (ft) = 70.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
70.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
70.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
70.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 466.7
Total: 660.0 700.1
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 404.2 35.0
REACTIONS (kips):
Left Right
DL reaction 23.10 23.10
Max +total reaction 23.10 23.10
DEFLECTIONS:
Dead load (in) = 3.300 L/D = 255
Live load (in) = 0.000
Total load (in) = 3.300 L/D = 255
Page 27/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 60
SPAN INFORMATION (ft): I-End (160.00,24.00) J-End (230.00,24.00)
Joist Size (Optimum) = 44LH16
Total Beam Length (ft) = 70.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
70.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
70.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
70.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 466.7
Total: 660.0 700.1
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 404.2 35.0
REACTIONS (kips):
Left Right
DL reaction 23.10 23.10
Max +total reaction 23.10 23.10
DEFLECTIONS:
Dead load (in) = 3.300 L/D = 255
Live load (in) = 0.000
Total load (in) = 3.300 L/D = 255
Page 28/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 61
SPAN INFORMATION (ft): I-End (160.00,30.00) J-End (230.00,30.00)
Joist Size (Optimum) = 44LH16
Total Beam Length (ft) = 70.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
70.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
70.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
70.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 466.7
Total: 660.0 700.1
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 404.2 35.0
REACTIONS (kips):
Left Right
DL reaction 23.10 23.10
Max +total reaction 23.10 23.10
DEFLECTIONS:
Dead load (in) = 3.300 L/D = 255
Live load (in) = 0.000
Total load (in) = 3.300 L/D = 255
Page 29/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 62
SPAN INFORMATION (ft): I-End (160.00,36.00) J-End (230.00,36.00)
Joist Size (Optimum) = 44LH16
Total Beam Length (ft) = 70.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
70.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
70.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
70.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 466.7
Total: 660.0 700.1
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 404.2 35.0
REACTIONS (kips):
Left Right
DL reaction 23.10 23.10
Max +total reaction 23.10 23.10
DEFLECTIONS:
Dead load (in) = 3.300 L/D = 255
Live load (in) = 0.000
Total load (in) = 3.300 L/D = 255
Page 30/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 63
SPAN INFORMATION (ft): I-End (160.00,42.00) J-End (230.00,42.00)
Joist Size (Optimum) = 44LH16
Total Beam Length (ft) = 70.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
70.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
70.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
70.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 466.7
Total: 660.0 700.1
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 404.2 35.0
REACTIONS (kips):
Left Right
DL reaction 23.10 23.10
Max +total reaction 23.10 23.10
DEFLECTIONS:
Dead load (in) = 3.300 L/D = 255
Live load (in) = 0.000
Total load (in) = 3.300 L/D = 255
Page 31/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 64
SPAN INFORMATION (ft): I-End (160.00,48.00) J-End (230.00,48.00)
Joist Size (Optimum) = 44LH16
Total Beam Length (ft) = 70.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
70.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
70.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
70.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 466.7
Total: 660.0 700.1
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 404.2 35.0
REACTIONS (kips):
Left Right
DL reaction 23.10 23.10
Max +total reaction 23.10 23.10
DEFLECTIONS:
Dead load (in) = 3.300 L/D = 255
Live load (in) = 0.000
Total load (in) = 3.300 L/D = 255
Page 32/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 65
SPAN INFORMATION (ft): I-End (160.00,54.00) J-End (230.00,54.00)
Joist Size (Optimum) = 44LH16
Total Beam Length (ft) = 70.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
70.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
70.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
70.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 466.7
Total: 660.0 700.1
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 404.2 35.0
REACTIONS (kips):
Left Right
DL reaction 23.10 23.10
Max +total reaction 23.10 23.10
DEFLECTIONS:
Dead load (in) = 3.300 L/D = 255
Live load (in) = 0.000
Total load (in) = 3.300 L/D = 255
Page 33/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 66
SPAN INFORMATION (ft): I-End (160.00,60.00) J-End (230.00,60.00)
Joist Size (Optimum) = 44LH16
Total Beam Length (ft) = 70.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
70.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
70.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
70.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 466.7
Total: 660.0 700.1
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 404.2 35.0
REACTIONS (kips):
Left Right
DL reaction 23.10 23.10
Max +total reaction 23.10 23.10
DEFLECTIONS:
Dead load (in) = 3.300 L/D = 255
Live load (in) = 0.000
Total load (in) = 3.300 L/D = 255
Page 34/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 67
SPAN INFORMATION (ft): I-End (160.00,66.00) J-End (230.00,66.00)
Joist Size (Optimum) = 44LH16
Total Beam Length (ft) = 70.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
70.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
70.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
70.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 466.7
Total: 660.0 700.1
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 404.2 35.0
REACTIONS (kips):
Left Right
DL reaction 23.10 23.10
Max +total reaction 23.10 23.10
DEFLECTIONS:
Dead load (in) = 3.300 L/D = 255
Live load (in) = 0.000
Total load (in) = 3.300 L/D = 255
Page 35/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 68
SPAN INFORMATION (ft): I-End (160.00,72.00) J-End (230.00,72.00)
Joist Size (Optimum) = 44LH16
Total Beam Length (ft) = 70.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
70.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
70.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
70.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 466.7
Total: 660.0 700.1
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 404.2 35.0
REACTIONS (kips):
Left Right
DL reaction 23.10 23.10
Max +total reaction 23.10 23.10
DEFLECTIONS:
Dead load (in) = 3.300 L/D = 255
Live load (in) = 0.000
Total load (in) = 3.300 L/D = 255
Page 36/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 69
SPAN INFORMATION (ft): I-End (160.00,78.00) J-End (230.00,78.00)
Joist Size (Optimum) = 44LH16
Total Beam Length (ft) = 70.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
70.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
70.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
70.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 466.7
Total: 660.0 700.1
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 404.2 35.0
REACTIONS (kips):
Left Right
DL reaction 23.10 23.10
Max +total reaction 23.10 23.10
DEFLECTIONS:
Dead load (in) = 3.300 L/D = 255
Live load (in) = 0.000
Total load (in) = 3.300 L/D = 255
Page 37/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 70
SPAN INFORMATION (ft): I-End (160.00,84.00) J-End (230.00,84.00)
Joist Size (Optimum) = 44LH16
Total Beam Length (ft) = 70.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
70.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
70.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
70.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 466.7
Total: 660.0 700.1
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 404.2 35.0
REACTIONS (kips):
Left Right
DL reaction 23.10 23.10
Max +total reaction 23.10 23.10
DEFLECTIONS:
Dead load (in) = 3.300 L/D = 255
Live load (in) = 0.000
Total load (in) = 3.300 L/D = 255
Page 38/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 71
SPAN INFORMATION (ft): I-End (160.00,90.00) J-End (230.00,90.00)
Joist Size (Optimum) = 44LH16
Total Beam Length (ft) = 70.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
70.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
70.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
70.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 466.7
Total: 660.0 700.1
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 404.2 35.0
REACTIONS (kips):
Left Right
DL reaction 23.10 23.10
Max +total reaction 23.10 23.10
DEFLECTIONS:
Dead load (in) = 3.300 L/D = 255
Live load (in) = 0.000
Total load (in) = 3.300 L/D = 255
Page 39/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 72
SPAN INFORMATION (ft): I-End (160.00,96.00) J-End (230.00,96.00)
Joist Size (Optimum) = 44LH16
Total Beam Length (ft) = 70.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
70.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
70.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
70.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 466.7
Total: 660.0 700.1
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 404.2 35.0
REACTIONS (kips):
Left Right
DL reaction 23.10 23.10
Max +total reaction 23.10 23.10
DEFLECTIONS:
Dead load (in) = 3.300 L/D = 255
Live load (in) = 0.000
Total load (in) = 3.300 L/D = 255
Page 40/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 73
SPAN INFORMATION (ft): I-End (160.00,102.00) J-End (230.00,102.00)
Joist Size (Optimum) = 44LH16
Total Beam Length (ft) = 70.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
70.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
70.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
70.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 466.7
Total: 660.0 700.1
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 404.2 35.0
REACTIONS (kips):
Left Right
DL reaction 23.10 23.10
Max +total reaction 23.10 23.10
DEFLECTIONS:
Dead load (in) = 3.300 L/D = 255
Live load (in) = 0.000
Total load (in) = 3.300 L/D = 255
Page 41/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 74
SPAN INFORMATION (ft): I-End (160.00,108.00) J-End (230.00,108.00)
Joist Size (Optimum) = 44LH16
Total Beam Length (ft) = 70.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
70.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
70.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
70.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 466.7
Total: 660.0 700.1
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 404.2 35.0
REACTIONS (kips):
Left Right
DL reaction 23.10 23.10
Max +total reaction 23.10 23.10
DEFLECTIONS:
Dead load (in) = 3.300 L/D = 255
Live load (in) = 0.000
Total load (in) = 3.300 L/D = 255
Page 42/85
Standard Joist Selection
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC
Floor Type: 2nd Beam Number = 75
SPAN INFORMATION (ft): I-End (160.00,114.00) J-End (230.00,114.00)
Joist Size (Optimum) = 44LH16
Total Beam Length (ft) = 70.00
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.600 0.000 --- NonR 0.000
70.000 0.600 0.000 0.000
2 0.000 0.060 0.000 0.0% Red 0.000
70.000 0.060 0.000 0.000
3 0.000 0.000 0.000 --- NonR 0.000
70.000 0.000 0.000 0.000
Maximum Total Unif. Load at any location (lbs/ft) : 660.0
Allowable Stress Ratio: 1.00
Design Loads Allowable Loads (lbs/ft)
Dead: 660.0
Live: 0.0 466.7
Total: 660.0 700.1
MOMENTS:
Span Cond Moment @
kip-ft ft
Center Max + 404.2 35.0
REACTIONS (kips):
Left Right
DL reaction 23.10 23.10
Max +total reaction 23.10 23.10
DEFLECTIONS:
Dead load (in) = 3.300 L/D = 255
Live load (in) = 0.000
Total load (in) = 3.300 L/D = 255
Page 43/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 30
SPAN INFORMATION (ft): I-End (140.00,0.00) J-End (140.00,30.00)
Beam Size (Optimum) = W8X10 Fy = 50.0 ksi
Total Beam Length (ft) = 30.00
Mp (kip-ft) = 36.96
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.010 0.000 --- NonR 0.000
30.000 0.010 0.000 0.000
SHEAR: Max Va (DL+LL) = 0.15 kips Vn/1.50 = 26.83 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 1.1 15.0 30.0 1.14 1.67 2.84
Controlling DL 1.1 15.0 30.0 1.14 1.67 2.84
REACTIONS (kips):
Left Right
DL reaction 0.15 0.15
Max +total reaction 0.15 0.15
DEFLECTIONS:
Dead load (in) at 15.00 ft = -0.206 L/D = 1752
Live load (in) at 15.00 ft = -0.000
Net Total load (in) at 15.00 ft = -0.206 L/D = 1752
Page 44/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 31
SPAN INFORMATION (ft): I-End (160.00,0.00) J-End (160.00,30.00)
Beam Size (Optimum) = W8X10 Fy = 50.0 ksi
Total Beam Length (ft) = 30.00
Mp (kip-ft) = 36.96
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.000 0.000 --- NonR 0.000
30.000 0.000 0.000 0.000
2 0.000 0.010 0.000 --- NonR 0.000
30.000 0.010 0.000 0.000
SHEAR: Max Va (DL+LL) = 0.15 kips Vn/1.50 = 26.83 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 1.1 15.0 30.0 1.14 1.67 2.84
Controlling DL 1.1 15.0 30.0 1.14 1.67 2.84
REACTIONS (kips):
Left Right
DL reaction 0.15 0.15
Max +total reaction 0.15 0.15
DEFLECTIONS:
Dead load (in) at 15.00 ft = -0.206 L/D = 1752
Live load (in) at 15.00 ft = -0.000
Net Total load (in) at 15.00 ft = -0.206 L/D = 1752
Page 45/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 32
SPAN INFORMATION (ft): I-End (140.00,30.00) J-End (160.00,30.00)
Beam Size (Optimum) = W18X35 Fy = 50.0 ksi
Total Beam Length (ft) = 20.00
Mp (kip-ft) = 277.08
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 2.500 0.000 --- NonR 0.000
20.000 2.500 0.000 0.000
2 0.000 0.250 0.000 0.0% Red 0.000
20.000 0.250 0.000 0.000
3 0.000 0.035 0.000 --- NonR 0.000
20.000 0.035 0.000 0.000
SHEAR: Max Va (DL+LL) = 27.85 kips Vn/1.50 = 106.20 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 139.3 10.0 0.0 1.00 1.67 165.92
Controlling DL 139.3 10.0 0.0 1.00 1.67 165.92
REACTIONS (kips):
Left Right
DL reaction 27.85 27.85
Max +total reaction 27.85 27.85
DEFLECTIONS: (Camber = 1/2)
Dead load (in) at 10.00 ft = -0.678 L/D = 354
Live load (in) at 10.00 ft = -0.000
Net Total load (in) at 10.00 ft = -0.178 L/D = 1349
Page 46/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 35
SPAN INFORMATION (ft): I-End (115.00,80.00) J-End (133.00,80.00)
Beam Size (Optimum) = W16X26 Fy = 50.0 ksi
Total Beam Length (ft) = 18.00
Mp (kip-ft) = 184.17
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 2.300 0.000 --- NonR 0.000
18.000 2.300 0.000 0.000
2 0.000 0.230 0.000 0.0% Red 0.000
18.000 0.230 0.000 0.000
3 0.000 0.026 0.000 --- NonR 0.000
18.000 0.026 0.000 0.000
SHEAR: Max Va (DL+LL) = 23.00 kips Vn/1.67 = 70.51 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 103.5 9.0 0.0 1.00 1.67 110.28
Controlling DL 103.5 9.0 0.0 1.00 1.67 110.28
REACTIONS (kips):
Left Right
DL reaction 23.00 23.00
Max +total reaction 23.00 23.00
DEFLECTIONS: (Camber = 1/2)
Dead load (in) at 9.00 ft = -0.692 L/D = 312
Live load (in) at 9.00 ft = -0.000
Net Total load (in) at 9.00 ft = -0.192 L/D = 1127
Page 47/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 36
SPAN INFORMATION (ft): I-End (133.00,80.00) J-End (133.00,96.00)
Beam Size (Optimum) = W8X10 Fy = 50.0 ksi
Total Beam Length (ft) = 16.00
Mp (kip-ft) = 36.96
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.010 0.000 --- NonR 0.000
16.000 0.010 0.000 0.000
SHEAR: Max Va (DL+LL) = 0.08 kips Vn/1.50 = 26.83 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 0.3 8.0 16.0 1.14 1.67 6.11
Controlling DL 0.3 8.0 16.0 1.14 1.67 6.11
REACTIONS (kips):
Left Right
DL reaction 0.08 0.08
Max +total reaction 0.08 0.08
DEFLECTIONS:
Dead load (in) at 8.00 ft = -0.017 L/D = 11547
Live load (in) at 8.00 ft = -0.000
Net Total load (in) at 8.00 ft = -0.017 L/D = 11547
Page 48/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 37
SPAN INFORMATION (ft): I-End (115.00,96.00) J-End (133.00,96.00)
Beam Size (Optimum) = W16X26 Fy = 50.0 ksi
Total Beam Length (ft) = 18.00
Mp (kip-ft) = 184.17
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 2.000 0.000 --- NonR 0.000
18.000 2.000 0.000 0.000
2 0.000 0.200 0.000 0.0% Red 0.000
18.000 0.200 0.000 0.000
3 0.000 0.026 0.000 --- NonR 0.000
18.000 0.026 0.000 0.000
SHEAR: Max Va (DL+LL) = 20.03 kips Vn/1.67 = 70.51 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 90.2 9.0 0.0 1.00 1.67 110.28
Controlling DL 90.2 9.0 0.0 1.00 1.67 110.28
REACTIONS (kips):
Left Right
DL reaction 20.03 20.03
Max +total reaction 20.03 20.03
DEFLECTIONS:
Dead load (in) at 9.00 ft = -0.602 L/D = 359
Live load (in) at 9.00 ft = -0.000
Net Total load (in) at 9.00 ft = -0.602 L/D = 359
Page 49/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 52
SPAN INFORMATION (ft): I-End (25.00,30.00) J-End (25.00,50.00)
Beam Size (Optimum) = W8X10 Fy = 50.0 ksi
Total Beam Length (ft) = 20.00
Mp (kip-ft) = 36.96
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.010 0.000 --- NonR 0.000
20.000 0.010 0.000 0.000
SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 26.83 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 0.5 10.0 20.0 1.14 1.67 4.58
Controlling DL 0.5 10.0 20.0 1.14 1.67 4.58
REACTIONS (kips):
Left Right
DL reaction 0.10 0.10
Max +total reaction 0.10 0.10
DEFLECTIONS:
Dead load (in) at 10.00 ft = -0.041 L/D = 5912
Live load (in) at 10.00 ft = -0.000
Net Total load (in) at 10.00 ft = -0.041 L/D = 5912
Page 50/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 53
SPAN INFORMATION (ft): I-End (25.00,0.00) J-End (25.00,30.00)
Beam Size (Optimum) = W8X10 Fy = 50.0 ksi
Total Beam Length (ft) = 30.00
Mp (kip-ft) = 36.96
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.010 0.000 --- NonR 0.000
30.000 0.010 0.000 0.000
SHEAR: Max Va (DL+LL) = 0.15 kips Vn/1.50 = 26.83 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 1.1 15.0 30.0 1.14 1.67 2.84
Controlling DL 1.1 15.0 30.0 1.14 1.67 2.84
REACTIONS (kips):
Left Right
DL reaction 0.15 0.15
Max +total reaction 0.15 0.15
DEFLECTIONS:
Dead load (in) at 15.00 ft = -0.206 L/D = 1752
Live load (in) at 15.00 ft = -0.000
Net Total load (in) at 15.00 ft = -0.206 L/D = 1752
Page 51/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 54
SPAN INFORMATION (ft): I-End (35.00,30.00) J-End (35.00,50.00)
Beam Size (Optimum) = W8X10 Fy = 50.0 ksi
Total Beam Length (ft) = 20.00
Mp (kip-ft) = 36.96
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.010 0.000 --- NonR 0.000
20.000 0.010 0.000 0.000
SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 26.83 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 0.5 10.0 20.0 1.14 1.67 4.58
Controlling DL 0.5 10.0 20.0 1.14 1.67 4.58
REACTIONS (kips):
Left Right
DL reaction 0.10 0.10
Max +total reaction 0.10 0.10
DEFLECTIONS:
Dead load (in) at 10.00 ft = -0.041 L/D = 5912
Live load (in) at 10.00 ft = -0.000
Net Total load (in) at 10.00 ft = -0.041 L/D = 5912
Page 52/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 55
SPAN INFORMATION (ft): I-End (35.00,0.00) J-End (35.00,30.00)
Beam Size (Optimum) = W8X10 Fy = 50.0 ksi
Total Beam Length (ft) = 30.00
Mp (kip-ft) = 36.96
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.010 0.000 --- NonR 0.000
30.000 0.010 0.000 0.000
SHEAR: Max Va (DL+LL) = 0.15 kips Vn/1.50 = 26.83 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 1.1 15.0 30.0 1.14 1.67 2.84
Controlling DL 1.1 15.0 30.0 1.14 1.67 2.84
REACTIONS (kips):
Left Right
DL reaction 0.15 0.15
Max +total reaction 0.15 0.15
DEFLECTIONS:
Dead load (in) at 15.00 ft = -0.206 L/D = 1752
Live load (in) at 15.00 ft = -0.000
Net Total load (in) at 15.00 ft = -0.206 L/D = 1752
Page 53/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 56
SPAN INFORMATION (ft): I-End (60.00,30.00) J-End (60.00,50.00)
Beam Size (Optimum) = W8X10 Fy = 50.0 ksi
Total Beam Length (ft) = 20.00
Mp (kip-ft) = 36.96
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.010 0.000 --- NonR 0.000
20.000 0.010 0.000 0.000
SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 26.83 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 0.5 10.0 20.0 1.14 1.67 4.58
Controlling DL 0.5 10.0 20.0 1.14 1.67 4.58
REACTIONS (kips):
Left Right
DL reaction 0.10 0.10
Max +total reaction 0.10 0.10
DEFLECTIONS:
Dead load (in) at 10.00 ft = -0.041 L/D = 5912
Live load (in) at 10.00 ft = -0.000
Net Total load (in) at 10.00 ft = -0.041 L/D = 5912
Page 54/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 57
SPAN INFORMATION (ft): I-End (60.00,0.00) J-End (60.00,30.00)
Beam Size (Optimum) = W8X10 Fy = 50.0 ksi
Total Beam Length (ft) = 30.00
Mp (kip-ft) = 36.96
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.010 0.000 --- NonR 0.000
30.000 0.010 0.000 0.000
SHEAR: Max Va (DL+LL) = 0.15 kips Vn/1.50 = 26.83 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 1.1 15.0 30.0 1.14 1.67 2.84
Controlling DL 1.1 15.0 30.0 1.14 1.67 2.84
REACTIONS (kips):
Left Right
DL reaction 0.15 0.15
Max +total reaction 0.15 0.15
DEFLECTIONS:
Dead load (in) at 15.00 ft = -0.206 L/D = 1752
Live load (in) at 15.00 ft = -0.000
Net Total load (in) at 15.00 ft = -0.206 L/D = 1752
Page 55/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 59
SPAN INFORMATION (ft): I-End (85.00,30.00) J-End (85.00,50.00)
Beam Size (Optimum) = W8X10 Fy = 50.0 ksi
Total Beam Length (ft) = 20.00
Mp (kip-ft) = 36.96
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.010 0.000 --- NonR 0.000
20.000 0.010 0.000 0.000
SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 26.83 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 0.5 10.0 20.0 1.14 1.67 4.58
Controlling DL 0.5 10.0 20.0 1.14 1.67 4.58
REACTIONS (kips):
Left Right
DL reaction 0.10 0.10
Max +total reaction 0.10 0.10
DEFLECTIONS:
Dead load (in) at 10.00 ft = -0.041 L/D = 5912
Live load (in) at 10.00 ft = -0.000
Net Total load (in) at 10.00 ft = -0.041 L/D = 5912
Page 56/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 60
SPAN INFORMATION (ft): I-End (85.00,0.00) J-End (85.00,30.00)
Beam Size (Optimum) = W8X10 Fy = 50.0 ksi
Total Beam Length (ft) = 30.00
Mp (kip-ft) = 36.96
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.010 0.000 --- NonR 0.000
30.000 0.010 0.000 0.000
SHEAR: Max Va (DL+LL) = 0.15 kips Vn/1.50 = 26.83 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 1.1 15.0 30.0 1.14 1.67 2.84
Controlling DL 1.1 15.0 30.0 1.14 1.67 2.84
REACTIONS (kips):
Left Right
DL reaction 0.15 0.15
Max +total reaction 0.15 0.15
DEFLECTIONS:
Dead load (in) at 15.00 ft = -0.206 L/D = 1752
Live load (in) at 15.00 ft = -0.000
Net Total load (in) at 15.00 ft = -0.206 L/D = 1752
Page 57/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 61
SPAN INFORMATION (ft): I-End (115.00,30.00) J-End (115.00,50.00)
Beam Size (Optimum) = W8X10 Fy = 50.0 ksi
Total Beam Length (ft) = 20.00
Mp (kip-ft) = 36.96
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.010 0.000 --- NonR 0.000
20.000 0.010 0.000 0.000
SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 26.83 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 0.5 10.0 20.0 1.14 1.67 4.58
Controlling DL 0.5 10.0 20.0 1.14 1.67 4.58
REACTIONS (kips):
Left Right
DL reaction 0.10 0.10
Max +total reaction 0.10 0.10
DEFLECTIONS:
Dead load (in) at 10.00 ft = -0.041 L/D = 5912
Live load (in) at 10.00 ft = -0.000
Net Total load (in) at 10.00 ft = -0.041 L/D = 5912
Page 58/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 62
SPAN INFORMATION (ft): I-End (115.00,0.00) J-End (115.00,30.00)
Beam Size (Optimum) = W8X10 Fy = 50.0 ksi
Total Beam Length (ft) = 30.00
Mp (kip-ft) = 36.96
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.010 0.000 --- NonR 0.000
30.000 0.010 0.000 0.000
SHEAR: Max Va (DL+LL) = 0.15 kips Vn/1.50 = 26.83 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 1.1 15.0 30.0 1.14 1.67 2.84
Controlling DL 1.1 15.0 30.0 1.14 1.67 2.84
REACTIONS (kips):
Left Right
DL reaction 0.15 0.15
Max +total reaction 0.15 0.15
DEFLECTIONS:
Dead load (in) at 15.00 ft = -0.206 L/D = 1752
Live load (in) at 15.00 ft = -0.000
Net Total load (in) at 15.00 ft = -0.206 L/D = 1752
Page 59/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 63
SPAN INFORMATION (ft): I-End (60.00,50.00) J-End (60.00,80.00)
Beam Size (Optimum) = W8X10 Fy = 50.0 ksi
Total Beam Length (ft) = 30.00
Mp (kip-ft) = 36.96
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.010 0.000 --- NonR 0.000
30.000 0.010 0.000 0.000
SHEAR: Max Va (DL+LL) = 0.15 kips Vn/1.50 = 26.83 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 1.1 15.0 30.0 1.14 1.67 2.84
Controlling DL 1.1 15.0 30.0 1.14 1.67 2.84
REACTIONS (kips):
Left Right
DL reaction 0.15 0.15
Max +total reaction 0.15 0.15
DEFLECTIONS:
Dead load (in) at 15.00 ft = -0.206 L/D = 1752
Live load (in) at 15.00 ft = -0.000
Net Total load (in) at 15.00 ft = -0.206 L/D = 1752
Page 60/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 64
SPAN INFORMATION (ft): I-End (85.00,50.00) J-End (85.00,80.00)
Beam Size (Optimum) = W8X10 Fy = 50.0 ksi
Total Beam Length (ft) = 30.00
Mp (kip-ft) = 36.96
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.010 0.000 --- NonR 0.000
30.000 0.010 0.000 0.000
SHEAR: Max Va (DL+LL) = 0.15 kips Vn/1.50 = 26.83 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 1.1 15.0 30.0 1.14 1.67 2.84
Controlling DL 1.1 15.0 30.0 1.14 1.67 2.84
REACTIONS (kips):
Left Right
DL reaction 0.15 0.15
Max +total reaction 0.15 0.15
DEFLECTIONS:
Dead load (in) at 15.00 ft = -0.206 L/D = 1752
Live load (in) at 15.00 ft = -0.000
Net Total load (in) at 15.00 ft = -0.206 L/D = 1752
Page 61/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 65
SPAN INFORMATION (ft): I-End (115.00,50.00) J-End (115.00,80.00)
Beam Size (Optimum) = W8X10 Fy = 50.0 ksi
Total Beam Length (ft) = 30.00
Mp (kip-ft) = 36.96
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.010 0.000 --- NonR 0.000
30.000 0.010 0.000 0.000
SHEAR: Max Va (DL+LL) = 0.15 kips Vn/1.50 = 26.83 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 1.1 15.0 30.0 1.14 1.67 2.84
Controlling DL 1.1 15.0 30.0 1.14 1.67 2.84
REACTIONS (kips):
Left Right
DL reaction 0.15 0.15
Max +total reaction 0.15 0.15
DEFLECTIONS:
Dead load (in) at 15.00 ft = -0.206 L/D = 1752
Live load (in) at 15.00 ft = -0.000
Net Total load (in) at 15.00 ft = -0.206 L/D = 1752
Page 62/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 66
SPAN INFORMATION (ft): I-End (25.00,30.00) J-End (35.00,30.00)
Beam Size (Optimum) = W16X26 Fy = 50.0 ksi
Total Beam Length (ft) = 10.00
Mp (kip-ft) = 184.17
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 2.500 0.000 --- NonR 0.000
10.000 2.500 0.000 0.000
2 0.000 0.000 5.000 7.9% Red 0.000
10.000 0.000 5.000 0.000
3 0.000 0.026 0.000 --- NonR 0.000
10.000 0.026 0.000 0.000
SHEAR: Max Va (DL+LL) = 35.65 kips Vn/1.67 = 70.51 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL+LL 89.1 5.0 0.0 1.00 1.67 110.28
Controlling DL+LL 89.1 5.0 0.0 1.00 1.67 110.28
REACTIONS (kips):
Left Right
DL reaction 12.63 12.63
Max +LL reaction 23.02 23.02
Max +total reaction 35.65 35.65
DEFLECTIONS:
Dead load (in) at 5.00 ft = -0.065 L/D = 1843
Live load (in) at 5.00 ft = -0.119 L/D = 1011
Net Total load (in) at 5.00 ft = -0.184 L/D = 653
Page 63/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 67
SPAN INFORMATION (ft): I-End (35.00,30.00) J-End (60.00,30.00)
Beam Size (Optimum) = W24X76 Fy = 50.0 ksi
Total Beam Length (ft) = 25.00
Mp (kip-ft) = 833.33
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 2.500 0.000 --- NonR 0.000
25.000 2.500 0.000 0.000
2 0.000 0.000 5.000 32.6% Red 0.000
25.000 0.000 5.000 0.000
3 0.000 0.076 0.000 --- NonR 0.000
25.000 0.076 0.000 0.000
SHEAR: Max Va (DL+LL) = 74.34 kips Vn/1.50 = 210.32 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL+LL 464.7 12.5 0.0 1.00 1.67 499.00
Controlling DL+LL 464.7 12.5 0.0 1.00 1.67 499.00
REACTIONS (kips):
Left Right
DL reaction 32.20 32.20
Max +LL reaction 42.14 42.14
Max +total reaction 74.34 74.34
DEFLECTIONS:
Dead load (in) at 12.50 ft = -0.372 L/D = 807
Live load (in) at 12.50 ft = -0.487 L/D = 617
Net Total load (in) at 12.50 ft = -0.858 L/D = 350
Page 64/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 68
SPAN INFORMATION (ft): I-End (60.00,30.00) J-End (85.00,30.00)
Beam Size (Optimum) = W24X76 Fy = 50.0 ksi
Total Beam Length (ft) = 25.00
Mp (kip-ft) = 833.33
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 2.500 0.000 --- NonR 0.000
25.000 2.500 0.000 0.000
2 0.000 0.000 5.000 32.6% Red 0.000
25.000 0.000 5.000 0.000
3 0.000 0.076 0.000 --- NonR 0.000
25.000 0.076 0.000 0.000
SHEAR: Max Va (DL+LL) = 74.34 kips Vn/1.50 = 210.32 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL+LL 464.7 12.5 0.0 1.00 1.67 499.00
Controlling DL+LL 464.7 12.5 0.0 1.00 1.67 499.00
REACTIONS (kips):
Left Right
DL reaction 32.20 32.20
Max +LL reaction 42.14 42.14
Max +total reaction 74.34 74.34
DEFLECTIONS:
Dead load (in) at 12.50 ft = -0.372 L/D = 807
Live load (in) at 12.50 ft = -0.487 L/D = 617
Net Total load (in) at 12.50 ft = -0.858 L/D = 350
Page 65/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 69
SPAN INFORMATION (ft): I-End (85.00,30.00) J-End (115.00,30.00)
Beam Size (Optimum) = W30X90 Fy = 50.0 ksi
Total Beam Length (ft) = 30.00
Mp (kip-ft) = 1179.1
7
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 2.500 0.000 --- NonR 0.000
30.000 2.500 0.000 0.000
2 0.000 0.000 5.000 36.3% Red 0.000
30.000 0.000 5.000 0.000
3 0.000 0.090 0.000 --- NonR 0.000
30.000 0.090 0.000 0.000
SHEAR: Max Va (DL+LL) = 86.64 kips Vn/1.67 = 249.07 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL+LL 649.8 15.0 0.0 1.00 1.67 706.09
Controlling DL+LL 649.8 15.0 0.0 1.00 1.67 706.09
REACTIONS (kips):
Left Right
DL reaction 38.85 38.85
Max +LL reaction 47.80 47.80
Max +total reaction 86.64 86.64
DEFLECTIONS:
Dead load (in) at 15.00 ft = -0.451 L/D = 798
Live load (in) at 15.00 ft = -0.555 L/D = 649
Net Total load (in) at 15.00 ft = -1.006 L/D = 358
Page 66/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 70
SPAN INFORMATION (ft): I-End (85.00,50.00) J-End (115.00,50.00)
Beam Size (Optimum) = W30X90 Fy = 50.0 ksi
Total Beam Length (ft) = 30.00
Mp (kip-ft) = 1179.1
7
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 2.500 0.000 --- NonR 0.000
30.000 2.500 0.000 0.000
2 0.000 0.000 5.000 36.3% Red 0.000
30.000 0.000 5.000 0.000
3 0.000 0.090 0.000 --- NonR 0.000
30.000 0.090 0.000 0.000
SHEAR: Max Va (DL+LL) = 86.64 kips Vn/1.67 = 249.07 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL+LL 649.8 15.0 0.0 1.00 1.67 706.09
Controlling DL+LL 649.8 15.0 0.0 1.00 1.67 706.09
REACTIONS (kips):
Left Right
DL reaction 38.85 38.85
Max +LL reaction 47.80 47.80
Max +total reaction 86.64 86.64
DEFLECTIONS:
Dead load (in) at 15.00 ft = -0.451 L/D = 798
Live load (in) at 15.00 ft = -0.555 L/D = 649
Net Total load (in) at 15.00 ft = -1.006 L/D = 358
Page 67/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 71
SPAN INFORMATION (ft): I-End (60.00,50.00) J-End (85.00,50.00)
Beam Size (Optimum) = W24X76 Fy = 50.0 ksi
Total Beam Length (ft) = 25.00
Mp (kip-ft) = 833.33
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 2.500 0.000 --- NonR 0.000
25.000 2.500 0.000 0.000
2 0.000 0.000 5.000 32.6% Red 0.000
25.000 0.000 5.000 0.000
3 0.000 0.076 0.000 --- NonR 0.000
25.000 0.076 0.000 0.000
SHEAR: Max Va (DL+LL) = 74.34 kips Vn/1.50 = 210.32 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL+LL 464.7 12.5 0.0 1.00 1.67 499.00
Controlling DL+LL 464.7 12.5 0.0 1.00 1.67 499.00
REACTIONS (kips):
Left Right
DL reaction 32.20 32.20
Max +LL reaction 42.14 42.14
Max +total reaction 74.34 74.34
DEFLECTIONS:
Dead load (in) at 12.50 ft = -0.372 L/D = 807
Live load (in) at 12.50 ft = -0.487 L/D = 617
Net Total load (in) at 12.50 ft = -0.858 L/D = 350
Page 68/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 72
SPAN INFORMATION (ft): I-End (35.00,50.00) J-End (60.00,50.00)
Beam Size (Optimum) = W24X76 Fy = 50.0 ksi
Total Beam Length (ft) = 25.00
Mp (kip-ft) = 833.33
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 2.500 0.000 --- NonR 0.000
25.000 2.500 0.000 0.000
2 0.000 0.000 5.000 32.6% Red 0.000
25.000 0.000 5.000 0.000
3 0.000 0.076 0.000 --- NonR 0.000
25.000 0.076 0.000 0.000
SHEAR: Max Va (DL+LL) = 74.34 kips Vn/1.50 = 210.32 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL+LL 464.7 12.5 0.0 1.00 1.67 499.00
Controlling DL+LL 464.7 12.5 0.0 1.00 1.67 499.00
REACTIONS (kips):
Left Right
DL reaction 32.20 32.20
Max +LL reaction 42.14 42.14
Max +total reaction 74.34 74.34
DEFLECTIONS:
Dead load (in) at 12.50 ft = -0.372 L/D = 807
Live load (in) at 12.50 ft = -0.487 L/D = 617
Net Total load (in) at 12.50 ft = -0.858 L/D = 350
Page 69/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 73
SPAN INFORMATION (ft): I-End (25.00,50.00) J-End (35.00,50.00)
Beam Size (Optimum) = W16X26 Fy = 50.0 ksi
Total Beam Length (ft) = 10.00
Mp (kip-ft) = 184.17
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 2.500 0.000 --- NonR 0.000
10.000 2.500 0.000 0.000
2 0.000 0.000 5.000 7.9% Red 0.000
10.000 0.000 5.000 0.000
3 0.000 0.026 0.000 --- NonR 0.000
10.000 0.026 0.000 0.000
SHEAR: Max Va (DL+LL) = 35.65 kips Vn/1.67 = 70.51 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL+LL 89.1 5.0 0.0 1.00 1.67 110.28
Controlling DL+LL 89.1 5.0 0.0 1.00 1.67 110.28
REACTIONS (kips):
Left Right
DL reaction 12.63 12.63
Max +LL reaction 23.02 23.02
Max +total reaction 35.65 35.65
DEFLECTIONS:
Dead load (in) at 5.00 ft = -0.065 L/D = 1843
Live load (in) at 5.00 ft = -0.119 L/D = 1011
Net Total load (in) at 5.00 ft = -0.184 L/D = 653
Page 70/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 74
SPAN INFORMATION (ft): I-End (25.00,50.00) J-End (25.00,80.00)
Beam Size (Optimum) = W8X10 Fy = 50.0 ksi
Total Beam Length (ft) = 30.00
Mp (kip-ft) = 36.96
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.010 0.000 --- NonR 0.000
30.000 0.010 0.000 0.000
SHEAR: Max Va (DL+LL) = 0.15 kips Vn/1.50 = 26.83 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 1.1 15.0 30.0 1.14 1.67 2.84
Controlling DL 1.1 15.0 30.0 1.14 1.67 2.84
REACTIONS (kips):
Left Right
DL reaction 0.15 0.15
Max +total reaction 0.15 0.15
DEFLECTIONS:
Dead load (in) at 15.00 ft = -0.206 L/D = 1752
Live load (in) at 15.00 ft = -0.000
Net Total load (in) at 15.00 ft = -0.206 L/D = 1752
Page 71/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 75
SPAN INFORMATION (ft): I-End (35.00,50.00) J-End (35.00,80.00)
Beam Size (Optimum) = W8X10 Fy = 50.0 ksi
Total Beam Length (ft) = 30.00
Mp (kip-ft) = 36.96
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.010 0.000 --- NonR 0.000
30.000 0.010 0.000 0.000
SHEAR: Max Va (DL+LL) = 0.15 kips Vn/1.50 = 26.83 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 1.1 15.0 30.0 1.14 1.67 2.84
Controlling DL 1.1 15.0 30.0 1.14 1.67 2.84
REACTIONS (kips):
Left Right
DL reaction 0.15 0.15
Max +total reaction 0.15 0.15
DEFLECTIONS:
Dead load (in) at 15.00 ft = -0.206 L/D = 1752
Live load (in) at 15.00 ft = -0.000
Net Total load (in) at 15.00 ft = -0.206 L/D = 1752
Page 72/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 76
SPAN INFORMATION (ft): I-End (0.00,50.00) J-End (25.00,50.00)
Beam Size (Optimum) = W24X76 Fy = 50.0 ksi
Total Beam Length (ft) = 25.00
Mp (kip-ft) = 833.33
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 2.500 0.000 --- NonR 0.000
25.000 2.500 0.000 0.000
2 0.000 0.000 5.000 32.6% Red 0.000
25.000 0.000 5.000 0.000
3 0.000 0.076 0.000 --- NonR 0.000
25.000 0.076 0.000 0.000
SHEAR: Max Va (DL+LL) = 74.34 kips Vn/1.50 = 210.32 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL+LL 464.7 12.5 0.0 1.00 1.67 499.00
Controlling DL+LL 464.7 12.5 0.0 1.00 1.67 499.00
REACTIONS (kips):
Left Right
DL reaction 32.20 32.20
Max +LL reaction 42.14 42.14
Max +total reaction 74.34 74.34
DEFLECTIONS:
Dead load (in) at 12.50 ft = -0.372 L/D = 807
Live load (in) at 12.50 ft = -0.487 L/D = 617
Net Total load (in) at 12.50 ft = -0.858 L/D = 350
Page 73/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 77
SPAN INFORMATION (ft): I-End (0.00,30.00) J-End (25.00,30.00)
Beam Size (Optimum) = W24X76 Fy = 50.0 ksi
Total Beam Length (ft) = 25.00
Mp (kip-ft) = 833.33
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 2.500 0.000 --- NonR 0.000
25.000 2.500 0.000 0.000
2 0.000 0.000 5.000 32.6% Red 0.000
25.000 0.000 5.000 0.000
3 0.000 0.076 0.000 --- NonR 0.000
25.000 0.076 0.000 0.000
SHEAR: Max Va (DL+LL) = 74.34 kips Vn/1.50 = 210.32 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL+LL 464.7 12.5 0.0 1.00 1.67 499.00
Controlling DL+LL 464.7 12.5 0.0 1.00 1.67 499.00
REACTIONS (kips):
Left Right
DL reaction 32.20 32.20
Max +LL reaction 42.14 42.14
Max +total reaction 74.34 74.34
DEFLECTIONS:
Dead load (in) at 12.50 ft = -0.372 L/D = 807
Live load (in) at 12.50 ft = -0.487 L/D = 617
Net Total load (in) at 12.50 ft = -0.858 L/D = 350
Page 74/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 86
SPAN INFORMATION (ft): I-End (133.00,80.00) J-End (160.00,80.00)
Beam Size (Optimum) = W21X44 Fy = 50.0 ksi
Total Beam Length (ft) = 27.00
Mp (kip-ft) = 397.50
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 2.300 0.000 --- NonR 0.000
27.000 2.300 0.000 0.000
2 0.000 0.230 0.000 0.0% Red 0.000
27.000 0.230 0.000 0.000
3 0.000 0.044 0.000 --- NonR 0.000
27.000 0.044 0.000 0.000
SHEAR: Max Va (DL+LL) = 34.75 kips Vn/1.50 = 144.90 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 234.6 13.5 0.0 1.00 1.67 238.02
Controlling DL 234.6 13.5 0.0 1.00 1.67 238.02
REACTIONS (kips):
Left Right
DL reaction 34.75 34.75
Max +total reaction 34.75 34.75
DEFLECTIONS: (Camber = 1)
Dead load (in) at 13.50 ft = -1.259 L/D = 257
Live load (in) at 13.50 ft = -0.000
Net Total load (in) at 13.50 ft = -0.259 L/D = 1250
Page 75/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 87
SPAN INFORMATION (ft): I-End (115.00,30.00) J-End (140.00,30.00)
Beam Size (Optimum) = W21X44 Fy = 50.0 ksi
Total Beam Length (ft) = 25.00
Mp (kip-ft) = 397.50
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 2.500 0.000 --- NonR 0.000
25.000 2.500 0.000 0.000
2 0.000 0.250 0.000 0.0% Red 0.000
25.000 0.250 0.000 0.000
3 0.000 0.044 0.000 --- NonR 0.000
25.000 0.044 0.000 0.000
SHEAR: Max Va (DL+LL) = 34.93 kips Vn/1.50 = 144.90 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 218.3 12.5 0.0 1.00 1.67 238.02
Controlling DL 218.3 12.5 0.0 1.00 1.67 238.02
REACTIONS (kips):
Left Right
DL reaction 34.93 34.93
Max +total reaction 34.93 34.93
DEFLECTIONS: (Camber = 3/4)
Dead load (in) at 12.50 ft = -1.005 L/D = 299
Live load (in) at 12.50 ft = -0.000
Net Total load (in) at 12.50 ft = -0.255 L/D = 1178
Page 76/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 88
SPAN INFORMATION (ft): I-End (115.00,50.00) J-End (140.00,50.00)
Beam Size (Optimum) = W21X44 Fy = 50.0 ksi
Total Beam Length (ft) = 25.00
Mp (kip-ft) = 397.50
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 2.500 0.000 --- NonR 0.000
25.000 2.500 0.000 0.000
2 0.000 0.250 0.000 0.0% Red 0.000
25.000 0.250 0.000 0.000
3 0.000 0.044 0.000 --- NonR 0.000
25.000 0.044 0.000 0.000
SHEAR: Max Va (DL+LL) = 34.93 kips Vn/1.50 = 144.90 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 218.3 12.5 0.0 1.00 1.67 238.02
Controlling DL 218.3 12.5 0.0 1.00 1.67 238.02
REACTIONS (kips):
Left Right
DL reaction 34.93 34.93
Max +total reaction 34.93 34.93
DEFLECTIONS: (Camber = 3/4)
Dead load (in) at 12.50 ft = -1.005 L/D = 299
Live load (in) at 12.50 ft = -0.000
Net Total load (in) at 12.50 ft = -0.255 L/D = 1178
Page 77/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 89
SPAN INFORMATION (ft): I-End (140.00,50.00) J-End (160.00,50.00)
Beam Size (Optimum) = W18X35 Fy = 50.0 ksi
Total Beam Length (ft) = 20.00
Mp (kip-ft) = 277.08
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 2.500 0.000 --- NonR 0.000
20.000 2.500 0.000 0.000
2 0.000 0.250 0.000 0.0% Red 0.000
20.000 0.250 0.000 0.000
3 0.000 0.035 0.000 --- NonR 0.000
20.000 0.035 0.000 0.000
SHEAR: Max Va (DL+LL) = 27.85 kips Vn/1.50 = 106.20 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 139.3 10.0 0.0 1.00 1.67 165.92
Controlling DL 139.3 10.0 0.0 1.00 1.67 165.92
REACTIONS (kips):
Left Right
DL reaction 27.85 27.85
Max +total reaction 27.85 27.85
DEFLECTIONS: (Camber = 1/2)
Dead load (in) at 10.00 ft = -0.678 L/D = 354
Live load (in) at 10.00 ft = -0.000
Net Total load (in) at 10.00 ft = -0.178 L/D = 1349
Page 78/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 90
SPAN INFORMATION (ft): I-End (160.00,50.00) J-End (160.00,80.00)
Beam Size (Optimum) = W8X10 Fy = 50.0 ksi
Total Beam Length (ft) = 30.00
Mp (kip-ft) = 36.96
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.000 0.000 --- NonR 0.000
30.000 0.000 0.000 0.000
2 0.000 0.010 0.000 --- NonR 0.000
30.000 0.010 0.000 0.000
SHEAR: Max Va (DL+LL) = 0.15 kips Vn/1.50 = 26.83 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 1.1 15.0 30.0 1.14 1.67 2.84
Controlling DL 1.1 15.0 30.0 1.14 1.67 2.84
REACTIONS (kips):
Left Right
DL reaction 0.15 0.15
Max +total reaction 0.15 0.15
DEFLECTIONS:
Dead load (in) at 15.00 ft = -0.206 L/D = 1752
Live load (in) at 15.00 ft = -0.000
Net Total load (in) at 15.00 ft = -0.206 L/D = 1752
Page 79/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 91
SPAN INFORMATION (ft): I-End (160.00,30.00) J-End (160.00,50.00)
Beam Size (Optimum) = W8X10 Fy = 50.0 ksi
Total Beam Length (ft) = 20.00
Mp (kip-ft) = 36.96
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.000 0.000 --- NonR 0.000
20.000 0.000 0.000 0.000
2 0.000 0.010 0.000 --- NonR 0.000
20.000 0.010 0.000 0.000
SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 26.83 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 0.5 10.0 20.0 1.14 1.67 4.58
Controlling DL 0.5 10.0 20.0 1.14 1.67 4.58
REACTIONS (kips):
Left Right
DL reaction 0.10 0.10
Max +total reaction 0.10 0.10
DEFLECTIONS:
Dead load (in) at 10.00 ft = -0.041 L/D = 5912
Live load (in) at 10.00 ft = -0.000
Net Total load (in) at 10.00 ft = -0.041 L/D = 5912
Page 80/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 92
SPAN INFORMATION (ft): I-End (140.00,30.00) J-End (140.00,50.00)
Beam Size (Optimum) = W8X10 Fy = 50.0 ksi
Total Beam Length (ft) = 20.00
Mp (kip-ft) = 36.96
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.010 0.000 --- NonR 0.000
20.000 0.010 0.000 0.000
SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 26.83 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 0.5 10.0 20.0 1.14 1.67 4.58
Controlling DL 0.5 10.0 20.0 1.14 1.67 4.58
REACTIONS (kips):
Left Right
DL reaction 0.10 0.10
Max +total reaction 0.10 0.10
DEFLECTIONS:
Dead load (in) at 10.00 ft = -0.041 L/D = 5912
Live load (in) at 10.00 ft = -0.000
Net Total load (in) at 10.00 ft = -0.041 L/D = 5912
Page 81/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 93
SPAN INFORMATION (ft): I-End (133.00,96.00) J-End (160.00,96.00)
Beam Size (Optimum) = W21X44 Fy = 50.0 ksi
Total Beam Length (ft) = 27.00
Mp (kip-ft) = 397.50
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 2.000 0.000 --- NonR 0.000
27.000 2.000 0.000 0.000
2 0.000 0.200 0.000 0.0% Red 0.000
27.000 0.200 0.000 0.000
3 0.000 0.044 0.000 --- NonR 0.000
27.000 0.044 0.000 0.000
SHEAR: Max Va (DL+LL) = 30.30 kips Vn/1.50 = 144.90 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 204.5 13.5 0.0 1.00 1.67 238.02
Controlling DL 204.5 13.5 0.0 1.00 1.67 238.02
REACTIONS (kips):
Left Right
DL reaction 30.30 30.30
Max +total reaction 30.30 30.30
DEFLECTIONS: (Camber = 3/4)
Dead load (in) at 13.50 ft = -1.098 L/D = 295
Live load (in) at 13.50 ft = -0.000
Net Total load (in) at 13.50 ft = -0.348 L/D = 932
Page 82/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 94
SPAN INFORMATION (ft): I-End (160.00,96.00) J-End (160.00,120.00)
Beam Size (Optimum) = W8X10 Fy = 50.0 ksi
Total Beam Length (ft) = 24.00
Mp (kip-ft) = 36.96
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.000 0.000 --- NonR 0.000
24.000 0.000 0.000 0.000
2 0.000 0.010 0.000 --- NonR 0.000
24.000 0.010 0.000 0.000
SHEAR: Max Va (DL+LL) = 0.12 kips Vn/1.50 = 26.83 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 0.7 12.0 24.0 1.14 1.67 3.68
Controlling DL 0.7 12.0 24.0 1.14 1.67 3.68
REACTIONS (kips):
Left Right
DL reaction 0.12 0.12
Max +total reaction 0.12 0.12
DEFLECTIONS:
Dead load (in) at 12.00 ft = -0.084 L/D = 3421
Live load (in) at 12.00 ft = -0.000
Net Total load (in) at 12.00 ft = -0.084 L/D = 3421
Page 83/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 95
SPAN INFORMATION (ft): I-End (160.00,80.00) J-End (160.00,96.00)
Beam Size (Optimum) = W8X10 Fy = 50.0 ksi
Total Beam Length (ft) = 16.00
Mp (kip-ft) = 36.96
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.000 0.000 --- NonR 0.000
16.000 0.000 0.000 0.000
2 0.000 0.010 0.000 --- NonR 0.000
16.000 0.010 0.000 0.000
SHEAR: Max Va (DL+LL) = 0.08 kips Vn/1.50 = 26.83 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 0.3 8.0 16.0 1.14 1.67 6.11
Controlling DL 0.3 8.0 16.0 1.14 1.67 6.11
REACTIONS (kips):
Left Right
DL reaction 0.08 0.08
Max +total reaction 0.08 0.08
DEFLECTIONS:
Dead load (in) at 8.00 ft = -0.017 L/D = 11547
Live load (in) at 8.00 ft = -0.000
Net Total load (in) at 8.00 ft = -0.017 L/D = 11547
Page 84/85
Gravity Beam Design
RAM Steel v14.04.06.00
DataBase: EcoPlaza 04/16/12 16:16:52
Building Code: IBC Steel Code: AISC360-05 ASD
Floor Type: 1st Beam Number = 96
SPAN INFORMATION (ft): I-End (133.00,96.00) J-End (133.00,120.00)
Beam Size (Optimum) = W8X10 Fy = 50.0 ksi
Total Beam Length (ft) = 24.00
Mp (kip-ft) = 36.96
LINE LOADS (k/ft):
Load Dist DL LL Red% Type PartL
1 0.000 0.010 0.000 --- NonR 0.000
24.000 0.010 0.000 0.000
SHEAR: Max Va (DL+LL) = 0.12 kips Vn/1.50 = 26.83 kips
MOMENTS:
Span Cond LoadCombo Ma @ Lb Cb Ω Mn / Ω
kip-ft ft ft kip-ft
Center Max + DL 0.7 12.0 24.0 1.14 1.67 3.68
Controlling DL 0.7 12.0 24.0 1.14 1.67 3.68
REACTIONS (kips):
Left Right
DL reaction 0.12 0.12
Max +total reaction 0.12 0.12
DEFLECTIONS:
Dead load (in) at 12.00 ft = -0.084 L/D = 3421
Live load (in) at 12.00 ft = -0.000
Net Total load (in) at 12.00 ft = -0.084 L/D = 3421
Page 85/85
