HomeMy WebLinkAbout4380 ZIEGLER RD - SPECIAL INSPECTIONS - 5/13/2014`.
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Avago Building 4 West Expansion — Silane Storage
Structural Calculations
Martin/Martin Project No. 12.0167.S.01
May 13, 2014
MAY 13
MARTIN/MARTIN
m0000 CONSULTING ENGINEERS
12499 WEST COLFAX AVENUE, LAKEWOOD, COLORADO 80215
MAIN 303.431.6100 MARTI NMARTI N.COI%4
MARTIN/MARTIN
CONSULTING ENGINEERS
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Gravitv Beam Desien
RAM SBeam v4.0
Licensed to: RAM International
05/12/14 11:20:35
STEEL CODE: AISC360-05 ASD
SPAN INFORMATION (ft): I -End (0.00,0.00) J-End (22.00,0.00)
Beam Size (User Selected) =
W16X26
Fy
= 50.0 ksi
Total Beam Length (ft) =
22.00
Mp (kip-ft) = 184.17
Top flange braced by decking.
LINE LOADS (k/ft):
Load Dist (ft) DL LL
1 0.000 0.026 0.000
22.000 0.026 0.000
2 0.000 0.200 0.800
22.000 0.200 0.800
SHEAR: Max Va (DL+LL) =11.29 kips
Vn/1.67 = 70.51 kips
MOMENTS:
Span Cond LoadCombo
Ma
@ Lb
Cb
Q
Mn / Q
kip-ft
ft ft
kip-ft
Center Max + DL+LL
62.1
11.0 0.0
1.00
1.67
110.28
Controlling DL+LL
62.1
11.0 0.0
1.00
1.67
110.28
REACTIONS (kips):
Left
Right
DL reaction
2.49
2.49
Max +LL reaction
8.80 -
8.80
Max +total reaction (factored)
11.29
11.29
DEFLECTIONS:
Dead load (in) at
11.00 ft
= -0.137
L/D =
1933
Live load (in) at
11.00 ft
= -0.483
L/D =
547
Net Total load (in) at
11.00 ft
= -0.620
L/D =
426
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Gravity Beam Design
RAM SBeam v4.0
Licensed to: RAM International
05/12/14 11:22:22
STEEL CODE: AISC360-05 ASD
SPAN INFORMATION (ft): I -End (0.00,0.00) J-End (31.00,0.00)
Beam Size (Optimum) = W18X40
Fy
= 50.0 ksi
Total Beam Length (ft) = 31.00
Mp (kip-ft) = 326.67
Top flange braced by decking.
POINT LOADS (kips):
Flange Bracing
Dist (ft) DL LL Top Bottom
10.333 2.49 8.80 No No
20.667 2.49 8.80 No No
LINE LOADS (k/ft):
Load Dist (ft) DL LL
1 0.000 0.040 0.000
31.000 0.040 0.000
SHEAR: Max Va (DL+LL) =11.91 kips Vn/1.50=112.77 kips
MOMENTS:
Span Cond LoadCombo Ma @
Lb
Cb
Q Mn / Q
kip-ft ft
ft
kip-ft
Center Max + DL+LL 121.5 15.5
0.0
1.00
1.67 195.61
Controlling DL+LL 121.5 15.5
0.0
1.00
1.67 195.61
REACTIONS (kips):
DL reaction
Max +LL reaction
Max +total reaction (factored)
DEFLECTIONS:
Dead load (in)
Live load (in)
Net Total load (in)
Left
3.11
8.80
11.91
Right
3.11
8.80
11.91
at
15.50 ft =
-0.303
L/D =
1226
at
15.50 ft =
-0.906
L/D =
411
at
15.50 ft =
-1.209
L/D =
308
MARTIN / MARTIN
CONs"LI 1N:0 ENDINKERM
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