ATTACHMENT_6_GWMP_214371-BellReanalysisCalcs-Final-030818.pdf
PDF 3 MB Posted
- Attached to
- GWMP 214371 Netherlands Carillon Federal contract opportunity
- Solicitation number
- 140P2018R0067
About this file
Attachment 6
View the file
Other files for this federal contract opportunity
Show all 30
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SIMPSON GUMPERTZ & HEGER
171132A.02 Netherlands Carillon SD Calculations 28 February 2018
•Please note the calculations are part of a schematic design. A 1.1 factor has been applied to all existing bell weights and the weights of their components to account for uncertainty in design. SGH has utilized loads as received by Bell Eijsbouts Foundry within the revised drawing dated 20 December 2017 and indicated within the accompanying spreadsheet.
Existing and new bell frame loads are obtained from the previously noted drawing (not from the spreadsheet).
•A detailed structural analysis shall be the responsibility of the SER for the future Tower Rehabilitation and New Bell Installation work. The SER is responsible for final selection of code-appropriate load combinations and may implement modified load combinations differing from SGH’s assumptions noted above. The SER shall obtain approval from the governing building official and NPS for load combinations that vary from the prescribed ASCE 7-10 load combinations.
•The existing structure has remained in stable condition since construction in 1960. Proposed rehabilitation and new bell weight loads decrease the weight on the structure as compared to the current state of the existing, which reflects the 1994 modifications.
•Despite the items noted above, it is important to understand the structure to date may not have realized full loading conditions represented by modified load combinations.
•It is recommended that the SER shall utilize their independent analysis results and field observations of the exposed structural members to determine the final extent of potential reinforcing and/or replacement of existing structural members required.
Structural Section Properties Calculations
Keast & Hood
1350 Connecticut Ave NW
Suite 412
Washington, DC 20036
Project
Netherlands Carillon
Job Ref.
171132A
Section
Column C1 / Beam B1
Sheet no./rev.
Calc. by
LMB
Date
8/16/2017
Chk'd by Date App'd by Date
CALCULATION OF SECTION PROPERTIES
Tedds calculation version 2.0.05 y x u u v v
Area
A = 11.44 in2
2nd moment of area
Iuu = 1.31×103 in4 Ivv = 1.31×103 in4 Ixx = 1.31×103 in4 Iyy = 1.31×103 in4
Radius of gyration ruu = 10.68 in rvv = 10.68 in rxx = 10.68 in ryy = 10.68 in
Plastic section modulus (only shapes with all rectangles at 90 degs)
Zxx = 121. in3 Zyy = 121. in3
Distance to combined centroid
Xe = 11.75 in Ye = 11.75 in
Distance to equal axis area (only shapes with all rectangles at 90 degs)
Xp = 11.75 in Yp = 11.75 in
Elastic section modulus
Sxx = 111. in3 Syy = 111. in3
Suite 412
Washington, DC 20036
Project
Netherlands Carillon
Job Ref.
171132A
Section
Column C2 / Beam B2
Sheet no./rev.
Calc. by
LMB
Date
8/16/2017
Chk'd by Date App'd by Date
CALCULATION OF SECTION PROPERTIES
Tedds calculation version 2.0.05 y x
Area
A = 9.30 in2
2nd moment of area
Iuu = 450. in4 Ivv = 450. in4 Ixx = 450. in4 Iyy = 450. in4
Radius of gyration ruu = 6.96 in rvv = 6.96 in rxx = 6.96 in ryy = 6.96 in
Plastic section modulus (only shapes with all rectangles at 90 degs)
Zxx = 64.1 in3 Zyy = 64.1 in3
Distance to combined centroid
Xe = 7.83 in Ye = 7.82 in
Distance to equal axis area (only shapes with all rectangles at 90 degs)
Xp = 7.83 in Yp = 7.82 in
Elastic section modulus
Sxx = 57.5 in3 Syy = 57.5 in3
Suite 412
Washington, DC 20036
Project
Netherlands Carillon
Job Ref.
171132A
Section
Beam B3
Sheet no./rev.
Calc. by
LMB
Date
8/16/2017
Chk'd by Date App'd by Date
CALCULATION OF SECTION PROPERTIES
Tedds calculation version 2.0.05 y x
Area
A = 13.23 in2
2nd moment of area
Iuu = 1.50×103 in4 Ivv = 605. in4 Ixx = 1.50×103 in4 Iyy = 605. in4
Radius of gyration ruu = 10.66 in rvv = 6.76 in rxx = 10.66 in ryy = 6.76 in
Plastic section modulus (only shapes with all rectangles at 90 degs)
Zxx = 140. in3 Zyy = 88.0 in3
Distance to combined centroid
Xe = 7.81 in Ye = 11.75 in
Distance to equal axis area (only shapes with all rectangles at 90 degs)
Xp = 7.81 in Yp = 11.75 in
Elastic section modulus
Sxx = 128. in3 Syy = 77.5 in3
Bell #
Original Bell
Weight (#)
Post 1994 Bell
Weights (#)
Task 1 Bell Weights (#)
(w/o new bells)
Task 2 Bell Weights (#)
(w/ new bells)
1 12654 24032 20915 14154
2 9083 12372 10208 10421
2a 8280
3 6137 8735 7128 7341
4 4868 5176 5068 5068
5 4127 4327 4307 4307
6 3457 3717 3617 3617
7 3031 3253 3181 3181
8 2449 2643 2589 2589
9 1990 2170 2120 2120
10 1683 1850 1803 1803
11 1408 1563 1513 1513
12 1188 1336 1288 1288
13 1000 1143 1095 1095
14 836 867 836 836
15 704 735 704 704
16 583 605 583 583
17 484 506 484 484
18 407 429 407 407
19 341 361 341 341
20 290 310 290 290
21 253 273 253 253
22 220 240 220 220
23 198 198 198 198
24 176 176 176 176
25 154 154 154 154
26 141 141 141 141
27 130 130 130 130
28 119 119 119 119
29 108 108 108 108
30 99 99 99 99
31 90 90 90 90
32 81 81 81 81
33 75 75 75 75
34 68 68 68 68
35 62 62 62 62
36 57 57 57 57
37 53 53 53 53
38 48 48 48 48
39 44 44 44 44
40 40 40 40 40
41 37 37 37 37
42 35 35 35 35
43 34 34 34 34
44 33 33 33 33
45 32 32 32 32
46 31 31 31 31
47 30 30 30 30
48 29 29 29 29
49 28 28 28 28
50 28 28 28 28
51 <100 100
52 <100 100
Total: ~79000 ~71000 ~73500
* SGH applied a 1.1 factor to all bell related weights as obtained from Royal Eijsbouts Foundry drawings and accompanying spreadsheets.
Proposed Structure Calculations
Suite 412
Washington, DC 20036
Project
Netherlands Carillon Rehabilitation
Job Ref.
171132A
Section
Sesimic Site Class
Sheet no./rev.
Calc. by
LMB
Date
2/27/2018
Chk'd by Date App'd by Date
SEISMIC FORCES (ASCE 7-10)
Tedds calculation version 3.0.10
Site parameters
Site class; C
Mapped acceleration parameters (Section 11.4.1) at short period; SS = 0.119 at 1 sec period; S1 = 0.051
Site coefficientat short period (Table 11.4-1); Fa = 1.200 at 1 sec period (Table 11.4-2); Fv = 1.700
Spectral response acceleration parameters at short period (Eq. 11.4-1); SMS = Fa × SS = 0.143 at 1 sec period (Eq. 11.4-2); SM1 = Fv × S1 = 0.087
Design spectral acceleration parameters (Sect 11.4.4) at short period (Eq. 11.4-3); SDS = 2 / 3 × SMS = 0.095 at 1 sec period (Eq. 11.4-4); SD1 = 2 / 3 × SM1 = 0.058
Seismic design category
Risk category; II
Seismic design category (Table 11.6-1 only); A
Seismic base shear (Sect 11.7)
Effective seismic weight of the structure; W = 464.0 kips
Seismic base shear (Eq. 1.4-1); V = 0.01 × W = 4.64 kips
Suite 412
Washington, DC 20036
Project
NPS Netherland Carillon Rehabilitation
Job Ref.
171132A
Section
Wind Loding
Sheet no./rev.
Calc. by
LMB
Date
2/27/2018
Chk'd by Date App'd by Date
WIND LOADING (ASCE7-10)
In accordance with ASCE7-10 incorporating Errata No. 1 and Errata No. 2
Using the directional design method
Tedds calculation version 2.0.20
33.4 ft
.7 f t
Plan
22.7 ft f t
Elevation
Building data
Type of roof; Flat
Length of building; b = 33.42 ft
Width of building; d = 22.67 ft
Height to eaves; H = 126.00 ft
Mean height; h = 126.00 ft
General wind load requirements
Basic wind speed; V = 115.0 mph
Risk category; II
Velocity pressure exponent coeff (Table 26.6-1); Kd = 0.85
Exposure category (cl.26.7.3); C
Enclosure classification (cl.26.10); Partially enclosed buildings
Internal pressure coef +ve (Table 26.11-1); GCpi_p = 0.55
Internal pressure coef –ve (Table 26.11-1); GCpi_n = -0.55
Gust effect factor; Gf = 0.85
Topography
Topography factor not significant; Kzt = 1.0
Velocity pressure equation; q = 0.00256 × Kz × Kzt × Kd × V2 × 1psf/mph2;
Velocity pressures table z (ft) Kz () qz (psf)
Suite 412
Washington, DC 20036
Project
NPS Netherland Carillon Rehabilitation
Job Ref.
171132A
Section
Wind Loding
Sheet no./rev.
Calc. by
LMB
Date
2/27/2018
Chk'd by Date App'd by Date z (ft) Kz () qz (psf)
15.00 0.85 24.46
50.00 1.09 31.37
75.00 1.19 34.25
100.00 1.26 36.26
126.00 1.33 38.13
Peak velocity pressure for internal pressure
Peak velocity pressure – internal (as roof press.); qi = 38.13 psf
A
.7 f t
33.4 ft
.7 f t
W in d o
Plan view - Flat roof
C
22.7 ft f t
Side face
0.8
33.4 ft f t
Windward face
B
33.4 ft f t
Leeward face
Suite 412
Washington, DC 20036
Project
NPS Netherland Carillon Rehabilitation
Job Ref.
171132A
Section
Wind Loding
Sheet no./rev.
Calc. by
LMB
Date
2/27/2018
Chk'd by Date App'd by Date
WINDWARD
ph(psf) = qh * G * Cp = 38.1 * 0.85 * 0.8 = 26 psf
* neglects interior pressure.
LEEWARD
ph(psf) = qh * G *Cp = 38.1 * 0.85 * -0.5 = 16 psf
* neglects interior pressure.
Design Wind:
Windward = 30 psf (rounded up, acts toward column / beam face) Leeward = 20 psf (rounded up, acts away from column / beam face)
Software licensed to SMS-BOS2
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
171132A 1
Netherlands Carillon
NPS
LMB 16-Aug-17
27-Feb-2018 16:40171132A Netherlands Carillon EXISTING.std
Print Time/Date: 27/02/2018 16:45 Print Run 1 of 2STAAD.Pro V8i (SELECTseries 6) 20.07.11.90
Job Information Engineer Checked Approved
Name: LMB
Date: 16-Aug-17
Project ID
Project Name
Structure Type SPACE FRAME
Number of Nodes 169 Highest Node 170
Number of Elements 310 Highest Beam 310
Number of Basic Load Cases -2
Number of Combination Load Cases 13
Included in this printout are data for:
All The Whole Structure
Included in this printout are results for load cases:
Type L/C Name
Primary 1 DEAD
Primary 2 LIVE
Primary 3 WIND X+
Primary 4 SNOW
Primary 5 SEISMIC X+
Primary 14 WIND Z+
Primary 15 SEISMIC Z+
Combination 6 1.4 D
Combination 7 1.2 D + 1.6 L
Combination 8 1.2 D + 1.6 S + 0.25 L
Combination 9 1.2 D + 1.6 S + 0.5 WX
Combination 10 1.2 D + 1.0 WX + 0.25 L +0.5 S
Combination 11 1.2 D + 1.0 EX + L
Combination 12 0.9 D + 1.0 WX
Combination 13 0.9 D + 1.0 EX
Combination 16 1.2 D + 1.6 S + 0.5 WZ
Combination 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S
Combination 18 0.9 D + 1.0 WZ
Combination 19 1.2 D + 1.0 EZ + L
Combination 20 0.9 D + 1.0 EZ
27 FEB 2018
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
171132A 2
Netherlands Carillon
NPS
LMB 16-Aug-17
27-Feb-2018 16:40171132A Netherlands Carillon EXISTING.std
Print Time/Date: 27/02/2018 16:45 Print Run 2 of 2STAAD.Pro V8i (SELECTseries 6) 20.07.11.90
Statics Check Results
L/C FX
(kip)
FY
(kip)
FZ
(kip)
MX
(kip in)
MY
(kip in)
MZ
(kip in)
1:DEAD Loads 0.000 -478.109 0.000 65.4 E +3 -0.000 -94.2 E +3
1:DEAD Reactions -0.000 478.109 -0.000 -65.4 E +3 0.000 94.2 E +3
Difference 0.000 -0.000 0.000 -0.000 0.000 0.000
2:LIVE Loads 0.000 -191.325 0.000 25.9 E +3 0.000 -38.4 E +3
2:LIVE Reactions -0.000 191.325 -0.000 -25.9 E +3 -0.000 38.4 E +3
Difference -0.000 -0.000 -0.000 -0.000 -0.000 0.000
3:WIND X+ Loads 110.390 58.033 0.000 -7.89 E +3 15 E +3 -73.7 E +3
3:WIND X+ Reactions -110.390 -58.033 -0.000 7.89 E +3 -15 E +3 73.7 E +3
Difference -0.000 0.000 -0.000 0.000 -0.000 -0.000
4:SNOW Loads 0.000 -65.750 0.000 8.93 E +3 0.000 -13.2 E +3
4:SNOW Reactions -0.000 65.750 -0.000 -8.93 E +3 -0.000 13.2 E +3
Difference -0.000 -0.000 -0.000 -0.000 -0.000 0.000
5:SEISMIC X+ Loads 4.640 0.000 0.000 0.000 631.049 -4.69 E +3
5:SEISMIC X+ Reactions -4.640 0.000 0.000 0.000 -631.049 4.69 E +3
Difference -0.000 0.000 0.000 0.000 -0.000 0.000
14:WIND Z+ Loads 0.000 55.558 146.747 113 E +3 -29.4 E +3 11.1 E +3
14:WIND Z+ Reactions 0.000 -55.558 -146.747 -113 E +3 29.4 E +3 -11.1 E +3
Difference 0.000 -0.000 0.000 -0.000 0.000 0.000
15:SEISMIC Z+ Loads 0.000 0.000 4.642 4.69 E +3 -930.730 0.000
15:SEISMIC Z+ Reactions 0.000 -0.000 -4.642 -4.69 E +3 930.730 0.000
Difference 0.000 -0.000 0.000 -0.000 -0.000 0.000
Bending ZLoad 1 :
X Y
Z
Item Weights
Weight of Steel (k/ft^3) 0.49
Weight Alum (k/ft^3) 0.171
3/16" Steel Flr Plate (k/ft^2) 0.008
3/16" Steel Mesh Grating (k/ft^2) 0.004
MEP DL (ksf) 0.005
Plan BB Grating DL (ksf) 0.004
Live Load (ksf) 0.1
Plan BB LL (ksf) 0.02
Plan DD DL (ksf) 0.005
Plan DD Interior DL (ksf) 0.01
Plan FF DL (ksf) 0.01
Snow Load (ksf) 0.03
SnowSHELTERED Load (ksf) 0.02
Plan EE DL (ksf) 0.01
Plan EE LL (ksf) 0.02
WindWindward (ksf) 0.03
WindLeeward (ksf) 0.02
WindRoofupWW (ksf) -0.04
WindRoofUpLW (ksf) -0.02
Total Dead Lod (kips) 466.554
Seismic Base Shear (k) 4.640
Existing Loads Distribution
Dead Loads Total Load (k/ft) Single Angle (kips/ft)# Angles Angles (k/ft) Height (in) Base (in)
C1 / B1 0.15 0.01 4.00 0.02 23.50 23.50
C2 / B2 0.11 0.01 4.00 0.02 15.63 15.63
C2 / B2 (No Cladding) 0.09 0.01 4.00 0.02 15.63 15.63
B3 0.06 0.01 4.00 0.02 23.50 15.63
B3 (No Cladding) 0.04 0.01 4.00 0.02 23.50 15.63
B4 0.02 0.02
Member Length Total DL (k) Linear DL SW DL (k/ft) Floor DL (k/ft) Floor LL (k/ft) Snow (k/ft) Trib Width (ft) Point 1 (k) Location Point 2 (k) Location2 Location3
1 22.67 3.367 0.149 0.149 0.000 0.000 0.000
2 22.67 3.367 0.149 0.149 0.000 0.000 0.000
3 9.5 1.411 0.149 0.149 0.000 0.000 0.000
4 9.5 1.411 0.149 0.149 0.000 0.000 0.000
5 14.42 2.142 0.149 0.149 0.000 0.000 0.000
6 14.41 2.141 0.149 0.149 0.000 0.000 0.000
7 9.5 1.411 0.149 0.149 0.000 0.000 0.000
8 9.5 1.411 0.149 0.149 0.000 0.000 0.000
9 14.42 1.525 0.106 0.106 0.000 0.000 0.000
10 14.42 1.525 0.106 0.106 0.000 0.000 0.000
11 14.42 1.525 0.106 0.106 0.000 0.000 0.000
12 14.42 1.525 0.106 0.106 0.000 0.000 0.000
13 14.42 1.525 0.106 0.106 0.000 0.000 0.000
14 14.42 1.525 0.106 0.106 0.000 0.000 0.000
15 9.5 1.837 0.193 0.149 0.045 0.354 0.106 3.542
16 9.5 1.837 0.193 0.149 0.045 0.354 0.106 3.542
17 7.208 1.394 0.193 0.149 0.045 0.354 0.106 3.542
18 7.208 1.394 0.193 0.149 0.045 0.354 0.106 3.542
19 9.5 1.837 0.193 0.149 0.045 0.354 0.106 3.542
20 9.5 1.837 0.193 0.149 0.045 0.354 0.106 3.542
21 7.083 1.370 0.193 0.149 0.045 0.354 0.030 3.542
22 7.083 1.370 0.193 0.149 0.045 0.354 0.030 3.542
23 9.5 1.005 0.106 0.106 0.000 0.000 0.000
24 9.5 1.005 0.106 0.106 0.000 0.000 0.000
25 7.208 0.763 0.106 0.106 0.000 0.000 0.000
26 7.208 0.763 0.106 0.106 0.000 0.000 0.000
27 9.5 1.005 0.106 0.106 0.000 0.000 0.000
28 9.5 1.005 0.106 0.106 0.000 0.000 0.000
29 11.33 1.890 0.167 0.149 0.018 0.095 4.750
30 11.33 1.890 0.167 0.149 0.018 0.095 4.750
31 11.33 1.890 0.167 0.149 0.018 0.095 4.750
32 11.33 1.890 0.167 0.149 0.018 0.095 4.750
33 9.5 1.005 0.106 0.106 0.000 0.000 0.000
34 9.5 1.005 0.106 0.106 0.000 0.000 0.000
35 14.42 1.525 0.106 0.106 0.000 0.000 0.000
36 14.42 1.525 0.106 0.106 0.000 0.000 0.000
37 9.5 1.005 0.106 0.106 0.000 0.000 0.000
38 9.5 1.005 0.106 0.106 0.000 0.000 0.000
39 3.583 0.379 0.106 0.106 0.000 0.000 0.000
40 11.33 1.199 0.106 0.106 0.000 0.000 0.000
41 7.792 0.824 0.106 0.106 0.000 0.000 0.000
42 7.792 0.824 0.106 0.106 0.000 0.000 0.000
43 4.75 0.715 0.151 0.106 0.045 0.354 0.106 3.542
44 4.75 0.715 0.151 0.106 0.045 0.354 0.106 3.542
45 7.208 1.086 0.151 0.106 0.045 0.354 0.106 3.542
Loading
EXISTING STRUCTURE LOADING
46 7.208 1.086 0.151 0.106 0.045 0.354 0.106 3.542
47 9.5 1.431 0.151 0.106 0.045 0.354 0.106 3.542
48 4.777 0.720 0.151 0.106 0.045 0.354 0.106 3.542
49 7.083 0.839 0.118 0.106 0.013 0.100 0.030 1.000
50 7.083 0.839 0.118 0.106 0.013 0.100 0.030 1.000
51 4.25 0.503 0.118 0.106 0.013 0.100 0.030 1.000
52 4.25 0.503 0.118 0.106 0.013 0.100 0.030 1.000
53 14.42 2.231 0.155 0.106 0.049 0.071 0.106 3.542
54 14.42 2.231 0.155 0.106 0.049 0.071 0.106 3.542
55 9.5 1.411 0.149 0.149 0.000 0.000 0.060 0.000
56 9.5 1.411 0.149 0.149 0.000 0.000 0.060 0.000
57 14.42 2.142 0.149 0.149 0.000 0.000 0.060 0.000
58 14.42 2.142 0.149 0.149 0.000 0.000 0.060 0.000
59 9.5 1.411 0.149 0.149 0.000 0.000 0.060 0.000
60 9.5 1.411 0.149 0.149 0.000 0.000 0.060 0.000
61 22.67 3.367 0.149 0.149 0.000 0.000 0.060 0.000
62 22.67 3.367 0.149 0.149 0.000 0.000 0.060 0.000
63 7.083 0.749 0.106 0.106 0.000 0.000 0.000
64 7.083 0.749 0.106 0.106 0.000 0.000 0.000
65 8.5 0.899 0.106 0.106 0.000 0.000
66 8.5 0.899 0.106 0.106 0.000 0.000
67 7.084 0.750 0.106 0.106 0.000 0.000 0.000
68 7.084 0.750 0.106 0.106 0.000 0.000 0.000
69 7.083 0.749 0.106 0.106 0.000 0.000 0.000
70 7.083 0.749 0.106 0.106 0.000 0.000 0.000
71 8.5 0.899 0.106 0.106 0.000 0.000
72 8.5 0.899 0.106 0.106 0.000 0.000
73 7.084 0.750 0.106 0.106 0.000 0.000 0.000
74 7.084 0.750 0.106 0.106 0.000 0.000 0.000
75 7.083 0.749 0.106 0.106 0.000 0.000 0.000
76 7.083 0.749 0.106 0.106 0.000 0.000 0.000
77 8.5 0.899 0.106 0.106 0.000 0.000 0.000
78 8.5 0.899 0.106 0.106 0.000 0.000 0.000
79 7.084 0.750 0.106 0.106 0.000 0.000 0.000
80 7.084 0.750 0.106 0.106 0.000 0.000 0.000
81 7.208 0.634 0.088 0.043 0.045 0.354 0.106 3.542
82 7.208 0.634 0.088 0.043 0.045 0.354 0.106 3.542
83 7.083 0.306 0.043 0.043 0.000 0.000 0.000
84 7.083 0.306 0.043 0.043 0.000 0.000 0.000
85 8.5 0.367 0.043 0.043 0.000 0.000 0.000
86 8.5 0.367 0.043 0.043 0.000 0.000 0.000
87 7.084 0.306 0.043 0.043 0.000 0.000 0.000
88 7.084 0.306 0.043 0.043 0.000 0.000 0.000
89 7.208 6.761 0.092 0.092 0.000 0.000 0.000 6.099 Midspan Bell #1 3.604
90 7.208 6.761 0.092 0.092 0.000 0.000 0.000 6.099 Midspan Bell #1 3.604
91 7.083 0.975 0.138 0.092 0.046 0.239 11.959
92 7.083 0.975 0.138 0.092 0.046 0.239 11.959
93 8.5 1.053 0.124 0.092 0.032 0.167 8.354
Member Length Total DL (k) Linear DL SW DL (k/ft) Floor DL (k/ft) Floor LL (k/ft) Snow (k/ft) Trib Width (ft) Point 1 (k) Location Point 2 (k) Location2 Location3
94 8.5 1.053 0.124 0.092 0.032 0.167 8.354
95 7.084 0.975 0.138 0.092 0.046 0.239 11.959
96 7.084 0.975 0.138 0.092 0.046 0.239 11.959
97 3.583 0.329 0.092 0.092 0.000 0.000 3.542
98 3.583 0.329 0.092 0.092 0.000 0.000 3.542
99 4.25 0.391 0.092 0.092 0.000 0.000 3.542
100 4.25 0.391 0.092 0.092 0.000 0.000 3.542
101 3.542 0.325 0.092 0.092 0.000 0.000 3.542
102 3.542 0.325 0.092 0.092 0.000 0.000 3.542
103 7.208 1.194 0.166 0.092 0.074 0.779 0.106 7.792
104 7.208 1.194 0.166 0.092 0.074 0.779 0.106 7.792
105 7.083 0.651 0.092 0.092 0.000 0.000 0.000
106 7.083 0.651 0.092 0.092 0.000 0.000 0.000
107 8.5 0.781 0.092 0.092 0.000 0.000 0.000
108 8.5 0.781 0.092 0.092 0.000 0.000 0.000
109 7.084 0.651 0.092 0.092 0.000 0.000 0.000
110 7.084 0.651 0.092 0.092 0.000 0.000 0.000
111 8.5 0.899 0.106 0.106 0.000 0.000 0.000
112 8.5 0.899 0.106 0.106 0.000 0.000 0.000
113 8.5 0.899 0.106 0.106 0.000 0.000 0.000
114 8.5 0.899 0.106 0.106 0.000 0.000 0.000
115 7.083 0.880 0.124 0.106 0.018 0.027 0.040 1.330
116 7.083 0.880 0.124 0.106 0.018 0.027 0.040 1.330
117 8.5 1.056 0.124 0.106 0.018 0.027 0.040 1.330
118 8.5 1.056 0.124 0.106 0.018 0.027 0.040 1.330
119 7.084 0.880 0.124 0.106 0.018 0.027 0.040 1.330
120 7.084 0.880 0.124 0.106 0.018 0.027 0.040 1.330
121 14.42 4.329 0.214 0.106 0.108 0.156 0.234 7.792
122 14.42 4.329 0.214 0.106 0.108 0.156 0.234 7.792
123 50.67 7.526 0.149 0.149 0.000 0.000 0.000
124 50.67 7.526 0.149 0.149 0.000 0.000 0.000
125 50.67 7.526 0.149 0.149 0.000 0.000 0.000
126 50.67 7.526 0.149 0.149 0.000 0.000 0.000
127 9.834 1.461 0.149 0.149 0.000 0.000 0.000
128 9.834 1.461 0.149 0.149 0.000 0.000 0.000
129 9.834 1.461 0.149 0.149 0.000 0.000 0.000
130 9.834 1.461 0.149 0.149 0.000 0.000 0.000
131 7.375 1.096 0.149 0.149 0.000 0.000 0.000
132 7.375 1.096 0.149 0.149 0.000 0.000 0.000
133 7.375 1.096 0.149 0.149 0.000 0.000 0.000
134 7.375 1.096 0.149 0.149 0.000 0.000 0.000
135 7.375 1.096 0.149 0.149 0.000 0.000 0.000
136 7.375 1.096 0.149 0.149 0.000 0.000 0.000
137 7.375 1.096 0.149 0.149 0.000 0.000 0.000
138 7.375 1.096 0.149 0.149 0.000 0.000 0.000
139 42 6.239 0.149 0.149 0.000 0.000 0.000
140 42 6.239 0.149 0.149 0.000 0.000 0.000
141 42 6.239 0.149 0.149 0.000 0.000 0.000
Member Length Total DL (k) Linear DL SW DL (k/ft) Floor DL (k/ft) Floor LL (k/ft) Snow (k/ft) Trib Width (ft) Point 1 (k) Location Point 2 (k) Location2 Location3
142 42 6.239 0.149 0.149 0.000 0.000 0.000
143 15.75 1.666 0.106 0.106 0.000 0.000 0.000
144 15.75 1.666 0.106 0.106 0.000 0.000 0.000
145 15.75 1.666 0.106 0.106 0.000 0.000 0.000
146 15.75 1.666 0.106 0.106 0.000 0.000 0.000
147 14.42 1.525 0.106 0.106 0.000 0.000 0.000
148 14.42 1.525 0.106 0.106 0.000 0.000 0.000
149 14.42 1.525 0.106 0.106 0.000 0.000 0.000
150 14.42 1.525 0.106 0.106 0.000 0.000 0.000
151 14.42 1.525 0.106 0.106 0.000 0.000 0.000
152 14.42 1.525 0.106 0.106 0.000 0.000 0.000
153 14.42 1.525 0.106 0.106 0.000 0.000 0.000
154 14.42 1.525 0.106 0.106 0.000 0.000 0.000
155 14.75 1.561 0.106 0.106 0.000 0.000 0.000
156 14.75 1.561 0.106 0.106 0.000 0.000 0.000
157 14.75 1.561 0.106 0.106 0.000 0.000 0.000
158 14.75 1.561 0.106 0.106 0.000 0.000 0.000
159 9.834 1.041 0.106 0.106 0.000 0.000 0.000
160 9.834 1.041 0.106 0.106 0.000 0.000 0.000
161 9.834 1.041 0.106 0.106 0.000 0.000 0.000
162 9.834 1.041 0.106 0.106 0.000 0.000 0.000
163 7.375 0.780 0.106 0.106 0.000 0.000 0.000
164 7.375 0.780 0.106 0.106 0.000 0.000 0.000
165 7.375 0.780 0.106 0.106 0.000 0.000 0.000
166 7.405 0.784 0.106 0.106 0.000 0.000 0.000
167 7.375 0.780 0.106 0.106 0.000 0.000 0.000
168 7.375 0.780 0.106 0.106 0.000 0.000 0.000
169 7.375 0.780 0.106 0.106 0.000 0.000 0.000
170 7.375 0.780 0.106 0.106 0.000 0.000 0.000
171 27.25 2.883 0.106 0.106 0.000 0.000 0.000
172 27.25 2.883 0.106 0.106 0.000 0.000 0.000
173 27.25 2.883 0.106 0.106 0.000 0.000 0.000
174 27.25 2.883 0.106 0.106 0.000 0.000 0.000
175 14.75 1.561 0.106 0.106 0.000 0.000 0.000
176 14.75 1.561 0.106 0.106 0.000 0.000 0.000
177 14.75 1.561 0.106 0.106 0.000 0.000 0.000
178 14.75 1.561 0.106 0.106 0.000 0.000 0.000
179 7.375 0.780 0.106 0.106 0.000 0.000 0.000
180 7.375 0.780 0.106 0.106 0.000 0.000 0.000
181 7.375 0.780 0.106 0.106 0.000 0.000 0.000
182 7.375 0.780 0.106 0.106 0.000 0.000 0.000
183 15.75 1.666 0.106 0.106 0.000 0.000 0.000
184 15.75 1.666 0.106 0.106 0.000 0.000 0.000
185 15.75 1.666 0.106 0.106 0.000 0.000 0.000
186 15.75 1.666 0.106 0.106 0.000 0.000 0.000
187 14.42 1.525 0.106 0.106 0.000 0.000 0.000
188 14.42 1.525 0.106 0.106 0.000 0.000 0.000
189 14.42 1.525 0.106 0.106 0.000 0.000 0.000
Member Length Total DL (k) Linear DL SW DL (k/ft) Floor DL (k/ft) Floor LL (k/ft) Snow (k/ft) Trib Width (ft) Point 1 (k) Location Point 2 (k) Location2 Location3
190 14.42 1.525 0.106 0.106 0.000 0.000 0.000
191 14.42 1.525 0.106 0.106 0.000 0.000 0.000
192 14.42 1.525 0.106 0.106 0.000 0.000 0.000
193 14.42 1.525 0.106 0.106 0.000 0.000 0.000
194 14.42 1.525 0.106 0.106 0.000 0.000 0.000
195 14.75 1.561 0.106 0.106 0.000 0.000 0.000
196 14.75 1.561 0.106 0.106 0.000 0.000 0.000
197 14.75 1.561 0.106 0.106 0.000 0.000 0.000
198 14.75 1.561 0.106 0.106 0.000 0.000 0.000
199 9.834 1.041 0.106 0.106 0.000 0.000 0.000
200 9.834 1.041 0.106 0.106 0.000 0.000 0.000
201 9.834 1.041 0.106 0.106 0.000 0.000 0.000
202 9.834 1.041 0.106 0.106 0.000 0.000 0.000
203 7.375 0.780 0.106 0.106 0.000 0.000 0.000
204 7.375 0.780 0.106 0.106 0.000 0.000 0.000
205 7.375 0.780 0.106 0.106 0.000 0.000 0.000
206 7.375 0.780 0.106 0.106 0.000 0.000 0.000
207 7.375 0.780 0.106 0.106 0.000 0.000 0.000
208 7.375 0.780 0.106 0.106 0.000 0.000 0.000
209 7.375 0.780 0.106 0.106 0.000 0.000 0.000
210 7.375 0.780 0.106 0.106 0.000 0.000 0.000
211 2 0.297 0.149 0.149 0.000 0.000 0.000
212 2 0.297 0.149 0.149 0.000 0.000 0.000
213 2 0.297 0.149 0.149 0.000 0.000 0.000
214 2 0.297 0.149 0.149 0.000 0.000 0.000
215 0.416 0.062 0.149 0.149 0.000 0.000 0.000
216 0.416 0.062 0.149 0.149 0.000 0.000 0.000
217 0.416 0.062 0.149 0.149 0.000 0.000 0.000
218 0.416 0.062 0.149 0.149 0.000 0.000 0.000
219 4.667 0.693 0.149 0.149 0.000 0.000 0.000
220 4.667 0.693 0.149 0.149 0.000 0.000 0.000
221 4.667 0.693 0.149 0.149 0.000 0.000 0.000
222 4.667 0.693 0.149 0.149 0.000 0.000 0.000
223 7.208 1.394 0.193 0.149 0.045 0.354 0.106 3.542
224 7.208 1.394 0.193 0.149 0.045 0.354 0.106 3.542
225 7.208 0.634 0.088 0.043 0.045 0.354 0.106 3.542
226 7.208 0.634 0.088 0.043 0.045 0.354 0.106 3.542
227 8.5 1.644 0.193 0.149 0.045 0.354 0.060 3.542
228 7.084 1.370 0.193 0.149 0.045 0.354 0.060 3.542
229 8.5 1.644 0.193 0.149 0.045 0.354 0.060 3.542
230 7.084 1.370 0.193 0.149 0.045 0.354 0.060 3.542
231 9.5 1.347 0.142 0.043 0.099 0.779 0.234 7.792
232 9.5 1.347 0.142 0.043 0.099 0.779 0.234 7.792
233 9.5 1.347 0.142 0.043 0.099 0.779 0.234 7.792
234 9.5 1.347 0.142 0.043 0.099 0.779 0.234 7.792
235 7.208 0.763 0.106 0.106 0.000 0.000 0.000
236 7.208 0.763 0.106 0.106 0.000 0.000 0.000
237 7.208 6.761 0.092 0.092 0.000 0.000 0.000 6.099 Midspan Bell #1 3.604
Member Length Total DL (k) Linear DL SW DL (k/ft) Floor DL (k/ft) Floor LL (k/ft) Snow (k/ft) Trib Width (ft) Point 1 (k) Location Point 2 (k) Location2 Location3
238 7.208 6.761 0.092 0.092 0.000 0.000 0.000 6.099 Midspan Bell #1 3.604
239 8.5 1.628 0.192 0.092 0.100 0.144 7.209
240 3.5 0.322 0.092 0.092 0.000 0.000 3.542
241 3.5 0.322 0.092 0.092 0.000 0.000 3.542
242 4.25 0.391 0.092 0.092 0.000 0.000 3.542
243 4.25 0.391 0.092 0.092 0.000 0.000 3.542
244 3.542 0.325 0.092 0.092 0.000 0.000 3.542
245 3.542 0.325 0.092 0.092 0.000 0.000 3.542
246 7.75 0.820 0.106 0.106 0.000 0.000 0.000
247 3.542 0.375 0.106 0.106 0.000 0.000 0.000
248 3.542 0.375 0.106 0.106 0.000 0.000 0.000
249 9.5 5.220 0.092 0.092 0.000 0.000 0.000 4.347 Midspan Bell #5 4.750
250 14.42 6.532 0.092 0.092 0.000 0.000 0.000 5.207 Midspan Bell #4 7.209
251 9.5 13.496 0.092 0.092 0.000 0.000 0.000 12.623 Midspan Bell #2 4.750
252 9.5 9.790 0.092 0.092 0.000 0.000 0.000 8.917 Midspan Bell #3 4.750
253 9.5 4.148 0.092 0.092 0.000 0.000 0.000 3.275 Midspan Bell #7 4.750
254 14.42 5.068 0.092 0.092 0.000 0.000 0.000 3.743 Midspan Bell #6 7.209
255 9.5 3.535 0.092 0.092 0.000 0.000 0.000 2.662 Midspan Bell #8 4.750
256 4.25 0.503 0.118 0.106 0.013 0.020 0.030 1.000
257 4.25 0.503 0.118 0.106 0.013 0.020 0.030 1.000
258 7.084 0.839 0.118 0.106 0.013 0.020 0.030 1.000
259 7.084 0.839 0.118 0.106 0.013 0.020 0.030 1.000
260 4.75 0.715 0.151 0.106 0.045 0.354 0.106 3.542
261 4.75 0.715 0.151 0.106 0.045 0.354 0.106 3.542
262 4.777 0.720 0.151 0.106 0.045 0.354 0.106 3.542
263 7.208 1.086 0.151 0.106 0.045 0.354 0.106 3.542
264 7.208 1.086 0.151 0.106 0.045 0.354 0.106 3.542
265 7.208 1.292 0.179 0.092 0.087 0.779 0.106 7.792
266 7.208 1.292 0.179 0.092 0.087 0.779 0.106 7.792
267 4.75 0.905 0.191 0.092 0.099 0.779 0.234 7.792
268 7.75 1.476 0.191 0.092 0.099 0.779 0.234 7.792
269 7.083 1.808 0.092 0.092 0.000 0.000 0.000 1.157 Midspan Bell #13 3.542
270 7.083 2.518 0.092 0.092 0.000 0.000 0.000 1.867 Midspan Bell #10 3.542
271 4.75 0.905 0.191 0.092 0.099 0.779 0.234 7.792
272 4.75 0.905 0.191 0.092 0.099 0.779 0.234 7.792
273 7.084 2.230 0.092 0.092 0.000 0.000 0.000 1.579 Midspan Bell #11 3.542
274 7.084 2.839 0.092 0.092 0.000 0.000 0.000 2.188 Midspan Bell #9 3.542
275 9.534 1.816 0.191 0.092 0.099 0.779 0.234 7.792
276 4.777 0.910 0.191 0.092 0.099 0.779 0.234 7.792
277 4.777 0.910 0.191 0.092 0.099 0.779 0.234 7.792
278 7.084 2.001 0.092 0.092 0.000 0.000 0.000 1.350 Midspan Bell #12 3.542
279 7.083 0.306 0.043 0.043 0.000 0.000 0.000
280 7.084 0.306 0.043 0.043 0.000 0.000 0.000
281 8.667 1.287 0.149 0.149 0.000 0.000 0.000
282 8.667 1.287 0.149 0.149 0.000 0.000 0.000
283 8.667 1.287 0.149 0.149 0.000 0.000 0.000
284 8.667 1.287 0.149 0.149 0.000 0.000 0.000
285 7.083 1.399 0.198 0.149 0.049 0.071 3.542
Member Length Total DL (k) Linear DL SW DL (k/ft) Floor DL (k/ft) Floor LL (k/ft) Snow (k/ft) Trib Width (ft) Point 1 (k) Location Point 2 (k) Location2 Location3
286 7.083 1.399 0.198 0.149 0.049 0.071 3.542
287 7.083 1.399 0.198 0.149 0.049 0.071 3.542
288 7.083 1.399 0.198 0.149 0.049 0.071 3.542
289 14.42 1.668 0.116 0.043 0.073 0.145 0.145 7.250
290 14.42 1.668 0.116 0.043 0.073 0.145 0.145 7.250
291 8.5 0.452 0.053 0.043 0.010 0.020 0.020 1.000
292 8.5 0.452 0.053 0.043 0.010 0.020 0.020 1.000
293 14.42 1.553 0.021 0.021 0.020 0.020 1.000 1.250 Conservative, Midspan 1/6 Load of Remaining Bells 7.209
294 14.42 1.553 0.021 0.021 0.020 0.020 1.000 1.250 Conservative, Midspan 1/6 Load of Remaining Bells 7.209
295 14.42 1.553 0.021 0.021 0.020 0.020 1.000 1.250 Conservative, Midspan 1/6 Load of Remaining Bells 7.209
296 14.42 1.553 0.021 0.021 0.020 0.020 1.000 1.250 Conservative, Midspan 1/6 Load of Remaining Bells 7.209
297 14.42 1.553 0.021 0.021 0.020 0.020 1.000 1.250 Conservative, Midspan 1/6 Load of Remaining Bells 7.209
298 14.42 1.553 0.021 0.021 0.020 0.020 1.000 1.250 Conservative, Midspan 1/6 Load of Remaining Bells 7.209
299 5.5 0.851 0.155 0.106 0.049 0.071 3.542
300 5.5 0.851 0.155 0.106 0.049 0.071 3.542
301 5.5 0.851 0.155 0.106 0.049 0.071 3.542
302 5.5 0.851 0.155 0.106 0.049 0.071 3.542
303 3.584 0.555 0.155 0.106 0.049 0.071 3.542
304 3.584 0.555 0.155 0.106 0.049 0.071 3.542
305 3.584 0.555 0.155 0.106 0.049 0.071 3.542
306 3.584 0.555 0.155 0.106 0.049 0.071 3.542
307 4 0.619 0.155 0.106 0.049 0.071 3.542
308 4 0.619 0.155 0.106 0.049 0.071 3.542
309 4 0.619 0.155 0.106 0.049 0.071 3.542
310 4 0.619 0.155 0.106 0.049 0.071 3.542
* Applied wind loads not shown for clarity.
** Bell weights and their comments include a 10% increase in assumed weight for uncertainty.
Member Length Total DL (k) Linear DL SW DL (k/ft) Floor DL (k/ft) Floor LL (k/ft) Snow (k/ft) Trib Width (ft) Point 1 (k) Location Point 2 (k) Location2 Location3
Seismic Wt Per Flr Wx (kips) Hx (ft)
Wx*Hx^1.49
(k*ft) Cvx
Sesimic Base
Shear (V) Fx Fx1 Node Fx1 Fx2 Node Fx2 Fz1 Node Fz1 Fz2 Node Fz2 Fz3 Node Fz3 Fz4 Node Fz4
Base 70.248 0.000 0.000 4.640 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Floor 1 91.536 59.333 40160.848 0.149 4.640 0.689 0.345 41 0.345 42 0.098 41 0.247 43 0.247 47 0.098 51
Floor 2 61.780 69.167 34063.871 0.126 4.640 0.585 0.292 53 0.292 55 0.083 53 0.209 56 0.209 60 0.083 64
Floor 3 76.072 76.542 48779.014 0.180 4.640 0.837 0.419 67 0.419 69 0.119 67 0.300 70 0.300 74 0.119 78
Floor 4 103.079 83.917 75806.858 0.280 4.640 1.301 0.650 81 0.650 83 0.185 81 0.466 84 0.466 88 0.185 92
Floor 5 64.024 111.167 71589.569 0.265 4.640 1.228 0.614 103 0.614 106 0.614 103 0.614 107
Total 466.738 270400.160 4.640 2.320 2.320 1.099 1.835 1.221 0.485
Existing Seismic Distribution
Node Load Case Fx (k) Fy (k) Fz (k) Mx (k*in) My (k*in) Mz (k*in)
1 1 DEAD 0.0 43.3 0.4 0.0 0.0 0.0
1 2 LIVE 0.0 15.8 -0.1 0.0 0.0 0.0
1 3 WIND X+ -7.1 -83.3 0.0 0.0 0.0 0.0
1 4 SNOW 0.0 5.4 0.0 0.0 0.0 0.0
1 5 SEISMIC X+ -0.3 -4.4 0.0 0.0 0.0 0.0
1 6 1.4 D 0.0 60.6 0.5 0.0 0.0 0.0
1 7 1.2 D + 1.6 L 0.0 77.1 0.3 0.0 0.0 0.0
1 8 1.2 D + 1.6 S + 0.25 L 0.0 64.4 0.4 0.0 0.0 0.0
1 9 1.2 D + 1.6 S + 0.5 WX -3.5 18.8 0.4 0.0 0.0 0.0
1 10 1.2 D + 1.0 WX + 0.25 L +0.5 S -7.0 -24.8 0.4 0.0 0.0 0.0
1 11 1.2 D + 1.0 EX + L -0.2 63.3 0.3 0.0 0.0 0.0
1 12 0.9 D + 1.0 WX -7.1 -44.4 0.3 0.0 0.0 0.0
1 13 0.9 D + 1.0 EX -0.3 34.6 0.4 0.0 0.0 0.0
1 14 WIND Z+ -0.1 -84.4 -6.2 0.0 0.0 0.0
1 15 SEISMIC Z+ 0.0 -3.1 -0.2 0.0 0.0 0.0
1 16 1.2 D + 1.6 S + 0.5 WZ 0.0 18.3 -2.7 0.0 0.0 0.0
1 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S -0.1 -25.8 -5.8 0.0 0.0 0.0
1 18 0.9 D + 1.0 WZ -0.1 -45.4 -5.8 0.0 0.0 0.0
1 19 1.2 D + 1.0 EZ + L 0.0 64.6 0.1 0.0 0.0 0.0
1 20 0.9 D + 1.0 EZ 0.0 35.8 0.2 0.0 0.0 0.0
2 1 DEAD 0.0 43.2 -0.4 0.0 0.0 0.0
2 2 LIVE 0.0 15.6 0.1 0.0 0.0 0.0
2 3 WIND X+ -7.1 -83.4 0.0 0.0 0.0 0.0
2 4 SNOW 0.0 5.3 0.0 0.0 0.0 0.0
2 5 SEISMIC X+ -0.3 -4.4 0.0 0.0 0.0 0.0
2 6 1.4 D 0.0 60.5 -0.5 0.0 0.0 0.0
2 7 1.2 D + 1.6 L 0.0 76.8 -0.3 0.0 0.0 0.0
2 8 1.2 D + 1.6 S + 0.25 L 0.0 64.2 -0.4 0.0 0.0 0.0
2 9 1.2 D + 1.6 S + 0.5 WX -3.5 18.6 -0.4 0.0 0.0 0.0
2 10 1.2 D + 1.0 WX + 0.25 L +0.5 S -7.0 -24.9 -0.4 0.0 0.0 0.0
2 11 1.2 D + 1.0 EX + L -0.2 63.1 -0.3 0.0 0.0 0.0
2 12 0.9 D + 1.0 WX -7.1 -44.4 -0.3 0.0 0.0 0.0
2 13 0.9 D + 1.0 EX -0.3 34.6 -0.4 0.0 0.0 0.0
2 14 WIND Z+ 0.1 76.2 -6.6 0.0 0.0 0.0
2 15 SEISMIC Z+ 0.0 3.1 -0.2 0.0 0.0 0.0
2 16 1.2 D + 1.6 S + 0.5 WZ 0.1 98.4 -3.7 0.0 0.0 0.0
2 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S 0.1 134.7 -7.0 0.0 0.0 0.0
2 18 0.9 D + 1.0 WZ 0.1 115.2 -6.9 0.0 0.0 0.0
2 19 1.2 D + 1.0 EZ + L 0.0 70.5 -0.5 0.0 0.0 0.0
2 20 0.9 D + 1.0 EZ 0.0 42.0 -0.5 0.0 0.0 0.0
3 1 DEAD 0.1 39.5 0.0 0.0 0.0 0.0
3 2 LIVE 0.0 15.1 0.0 0.0 0.0 0.0
3 3 WIND X+ -19.9 -46.5 0.2 0.0 0.0 0.0
3 4 SNOW 0.0 5.3 0.0 0.0 0.0 0.0
3 5 SEISMIC X+ -0.9 -2.3 0.0 0.0 0.0 0.0
3 6 1.4 D 0.1 55.3 0.0 0.0 0.0 0.0
3 7 1.2 D + 1.6 L 0.1 71.5 0.0 0.0 0.0 0.0
3 8 1.2 D + 1.6 S + 0.25 L 0.1 59.7 0.0 0.0 0.0 0.0
3 9 1.2 D + 1.6 S + 0.5 WX -9.9 32.6 0.1 0.0 0.0 0.0
3 10 1.2 D + 1.0 WX + 0.25 L +0.5 S -19.9 7.3 0.3 0.0 0.0 0.0
3 11 1.2 D + 1.0 EX + L -0.8 60.2 0.0 0.0 0.0 0.0
3 12 0.9 D + 1.0 WX -19.9 -10.9 0.2 0.0 0.0 0.0
3 13 0.9 D + 1.0 EX -0.8 33.3 0.0 0.0 0.0 0.0
3 14 WIND Z+ 0.0 -142.7 -19.1 0.0 0.0 0.0
3 15 SEISMIC Z+ 0.0 -5.4 -0.6 0.0 0.0 0.0
EXISTING STRUCTURE REACTIONS
3 16 1.2 D + 1.6 S + 0.5 WZ 0.1 -15.5 -9.5 0.0 0.0 0.0
3 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S 0.1 -88.9 -19.1 0.0 0.0 0.0
3 18 0.9 D + 1.0 WZ 0.1 -107.2 -19.1 0.0 0.0 0.0
3 19 1.2 D + 1.0 EZ + L 0.1 57.0 -0.6 0.0 0.0 0.0
3 20 0.9 D + 1.0 EZ 0.1 30.1 -0.6 0.0 0.0 0.0
4 1 DEAD 0.0 39.5 0.0 0.0 0.0 0.0
4 2 LIVE 0.0 17.1 0.0 0.0 0.0 0.0
4 3 WIND X+ -1.1 -27.4 0.1 0.0 0.0 0.0
4 4 SNOW 0.0 5.9 0.0 0.0 0.0 0.0
4 5 SEISMIC X+ 0.0 -1.2 0.0 0.0 0.0 0.0
4 6 1.4 D 0.0 55.4 0.0 0.0 0.0 0.0
4 7 1.2 D + 1.6 L 0.0 74.9 0.0 0.0 0.0 0.0
4 8 1.2 D + 1.6 S + 0.25 L 0.0 61.1 0.0 0.0 0.0 0.0
4 9 1.2 D + 1.6 S + 0.5 WX -0.5 43.1 0.1 0.0 0.0 0.0
4 10 1.2 D + 1.0 WX + 0.25 L +0.5 S -1.1 27.3 0.2 0.0 0.0 0.0
4 11 1.2 D + 1.0 EX + L 0.0 63.4 0.0 0.0 0.0 0.0
4 12 0.9 D + 1.0 WX -1.1 8.2 0.2 0.0 0.0 0.0
4 13 0.9 D + 1.0 EX 0.0 34.4 0.0 0.0 0.0 0.0
4 14 WIND Z+ 0.0 -11.3 -11.5 0.0 0.0 0.0
4 15 SEISMIC Z+ 0.0 -0.3 -0.4 0.0 0.0 0.0
4 16 1.2 D + 1.6 S + 0.5 WZ 0.0 51.2 -5.8 0.0 0.0 0.0
4 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S 0.0 43.4 -11.5 0.0 0.0 0.0
4 18 0.9 D + 1.0 WZ 0.0 24.3 -11.5 0.0 0.0 0.0
4 19 1.2 D + 1.0 EZ + L 0.0 64.3 -0.4 0.0 0.0 0.0
4 20 0.9 D + 1.0 EZ 0.0 35.3 -0.4 0.0 0.0 0.0
5 1 DEAD 0.0 39.5 0.0 0.0 0.0 0.0
5 2 LIVE 0.0 17.1 0.0 0.0 0.0 0.0
5 3 WIND X+ -1.1 -27.4 -0.1 0.0 0.0 0.0
5 4 SNOW 0.0 5.8 0.0 0.0 0.0 0.0
5 5 SEISMIC X+ 0.0 -1.2 0.0 0.0 0.0 0.0
5 6 1.4 D 0.0 55.3 0.0 0.0 0.0 0.0
5 7 1.2 D + 1.6 L 0.0 74.8 0.0 0.0 0.0 0.0
5 8 1.2 D + 1.6 S + 0.25 L 0.0 61.1 0.0 0.0 0.0 0.0
5 9 1.2 D + 1.6 S + 0.5 WX -0.5 43.1 -0.1 0.0 0.0 0.0
5 10 1.2 D + 1.0 WX + 0.25 L +0.5 S -1.1 27.2 -0.2 0.0 0.0 0.0
5 11 1.2 D + 1.0 EX + L 0.0 63.3 0.0 0.0 0.0 0.0
5 12 0.9 D + 1.0 WX -1.1 8.2 -0.2 0.0 0.0 0.0
5 13 0.9 D + 1.0 EX 0.0 34.4 0.0 0.0 0.0 0.0
5 14 WIND Z+ 0.0 0.9 -11.5 0.0 0.0 0.0
5 15 SEISMIC Z+ 0.0 0.3 -0.4 0.0 0.0 0.0
5 16 1.2 D + 1.6 S + 0.5 WZ 0.0 57.2 -5.8 0.0 0.0 0.0
5 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S 0.0 55.5 -11.5 0.0 0.0 0.0
5 18 0.9 D + 1.0 WZ 0.0 36.5 -11.5 0.0 0.0 0.0
5 19 1.2 D + 1.0 EZ + L 0.0 64.8 -0.4 0.0 0.0 0.0
5 20 0.9 D + 1.0 EZ 0.0 35.9 -0.4 0.0 0.0 0.0
6 1 DEAD 0.1 39.6 0.0 0.0 0.0 0.0
6 2 LIVE 0.0 15.0 0.0 0.0 0.0 0.0
6 3 WIND X+ -19.9 -46.5 -0.2 0.0 0.0 0.0
6 4 SNOW 0.0 5.3 0.0 0.0 0.0 0.0
6 5 SEISMIC X+ -0.9 -2.3 0.0 0.0 0.0 0.0
6 6 1.4 D 0.1 55.5 0.0 0.0 0.0 0.0
6 7 1.2 D + 1.6 L 0.1 71.5 0.0 0.0 0.0 0.0
6 8 1.2 D + 1.6 S + 0.25 L 0.1 59.7 0.0 0.0 0.0 0.0
6 9 1.2 D + 1.6 S + 0.5 WX -9.9 32.7 -0.1 0.0 0.0 0.0
6 10 1.2 D + 1.0 WX + 0.25 L +0.5 S -19.8 7.4 -0.3 0.0 0.0 0.0
6 11 1.2 D + 1.0 EX + L -0.8 60.3 0.0 0.0 0.0 0.0
6 12 0.9 D + 1.0 WX -19.9 -10.9 -0.2 0.0 0.0 0.0
6 13 0.9 D + 1.0 EX -0.8 33.4 0.0 0.0 0.0 0.0
6 14 WIND Z+ 0.0 133.6 -18.5 0.0 0.0 0.0
6 15 SEISMIC Z+ 0.0 5.4 -0.6 0.0 0.0 0.0
6 16 1.2 D + 1.6 S + 0.5 WZ 0.1 122.8 -9.3 0.0 0.0 0.0
6 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S 0.1 187.5 -18.5 0.0 0.0 0.0
6 18 0.9 D + 1.0 WZ 0.1 169.3 -18.5 0.0 0.0 0.0
6 19 1.2 D + 1.0 EZ + L 0.1 68.0 -0.6 0.0 0.0 0.0
6 20 0.9 D + 1.0 EZ 0.1 41.1 -0.6 0.0 0.0 0.0
7 1 DEAD -0.1 37.9 0.0 0.0 0.0 0.0
7 2 LIVE 0.0 15.1 0.0 0.0 0.0 0.0
7 3 WIND X+ -19.9 37.5 -0.2 0.0 0.0 0.0
7 4 SNOW 0.0 5.3 0.0 0.0 0.0 0.0
7 5 SEISMIC X+ -0.9 2.3 0.0 0.0 0.0 0.0
7 6 1.4 D -0.1 53.0 0.0 0.0 0.0 0.0
7 7 1.2 D + 1.6 L -0.1 69.6 0.0 0.0 0.0 0.0
7 8 1.2 D + 1.6 S + 0.25 L -0.1 57.7 0.0 0.0 0.0 0.0
7 9 1.2 D + 1.6 S + 0.5 WX -10.0 72.7 -0.1 0.0 0.0 0.0
7 10 1.2 D + 1.0 WX + 0.25 L +0.5 S -20.0 89.4 -0.2 0.0 0.0 0.0
7 11 1.2 D + 1.0 EX + L -1.0 62.8 0.0 0.0 0.0 0.0
7 12 0.9 D + 1.0 WX -20.0 71.6 -0.2 0.0 0.0 0.0
7 13 0.9 D + 1.0 EX -1.0 36.4 0.0 0.0 0.0 0.0
7 14 WIND Z+ 0.0 -142.9 -19.1 0.0 0.0 0.0
7 15 SEISMIC Z+ 0.0 -5.4 -0.6 0.0 0.0 0.0
7 16 1.2 D + 1.6 S + 0.5 WZ -0.1 -17.5 -9.5 0.0 0.0 0.0
7 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S -0.1 -91.1 -19.1 0.0 0.0 0.0
7 18 0.9 D + 1.0 WZ -0.1 -108.8 -19.1 0.0 0.0 0.0
7 19 1.2 D + 1.0 EZ + L -0.1 55.1 -0.6 0.0 0.0 0.0
7 20 0.9 D + 1.0 EZ -0.1 28.6 -0.6 0.0 0.0 0.0
8 1 DEAD 0.0 37.9 0.0 0.0 0.0 0.0
8 2 LIVE 0.0 17.2 0.0 0.0 0.0 0.0
8 3 WIND X+ -0.7 16.5 -0.1 0.0 0.0 0.0
8 4 SNOW 0.0 5.9 0.0 0.0 0.0 0.0
8 5 SEISMIC X+ 0.0 1.2 0.0 0.0 0.0 0.0
8 6 1.4 D 0.0 53.1 0.0 0.0 0.0 0.0
8 7 1.2 D + 1.6 L 0.0 73.0 0.0 0.0 0.0 0.0
8 8 1.2 D + 1.6 S + 0.25 L 0.0 59.1 0.0 0.0 0.0 0.0
8 9 1.2 D + 1.6 S + 0.5 WX -0.4 63.1 -0.1 0.0 0.0 0.0
8 10 1.2 D + 1.0 WX + 0.25 L +0.5 S -0.7 69.2 -0.1 0.0 0.0 0.0
8 11 1.2 D + 1.0 EX + L 0.0 63.9 0.0 0.0 0.0 0.0
8 12 0.9 D + 1.0 WX -0.7 50.7 -0.1 0.0 0.0 0.0
8 13 0.9 D + 1.0 EX 0.0 35.3 0.0 0.0 0.0 0.0
8 14 WIND Z+ 0.0 -11.4 -11.5 0.0 0.0 0.0
8 15 SEISMIC Z+ 0.0 -0.3 -0.4 0.0 0.0 0.0
8 16 1.2 D + 1.6 S + 0.5 WZ 0.0 49.1 -5.8 0.0 0.0 0.0
8 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S 0.0 41.3 -11.5 0.0 0.0 0.0
8 18 0.9 D + 1.0 WZ 0.0 22.7 -11.5 0.0 0.0 0.0
8 19 1.2 D + 1.0 EZ + L 0.0 62.4 -0.4 0.0 0.0 0.0
8 20 0.9 D + 1.0 EZ 0.0 33.8 -0.4 0.0 0.0 0.0
9 1 DEAD 0.0 38.3 0.0 0.0 0.0 0.0
9 2 LIVE 0.0 17.1 0.0 0.0 0.0 0.0
9 3 WIND X+ -0.7 16.4 0.1 0.0 0.0 0.0
9 4 SNOW 0.0 5.8 0.0 0.0 0.0 0.0
9 5 SEISMIC X+ 0.0 1.2 0.0 0.0 0.0 0.0
9 6 1.4 D 0.0 53.7 0.0 0.0 0.0 0.0
9 7 1.2 D + 1.6 L 0.0 73.4 0.0 0.0 0.0 0.0
9 8 1.2 D + 1.6 S + 0.25 L 0.0 59.6 0.0 0.0 0.0 0.0
9 9 1.2 D + 1.6 S + 0.5 WX -0.4 63.6 0.1 0.0 0.0 0.0
9 10 1.2 D + 1.0 WX + 0.25 L +0.5 S -0.7 69.6 0.1 0.0 0.0 0.0
9 11 1.2 D + 1.0 EX + L 0.0 64.3 0.0 0.0 0.0 0.0
9 12 0.9 D + 1.0 WX -0.7 50.9 0.1 0.0 0.0 0.0
9 13 0.9 D + 1.0 EX 0.0 35.7 0.0 0.0 0.0 0.0
9 14 WIND Z+ 0.0 0.8 -11.5 0.0 0.0 0.0
9 15 SEISMIC Z+ 0.0 0.3 -0.4 0.0 0.0 0.0
9 16 1.2 D + 1.6 S + 0.5 WZ 0.0 55.7 -5.8 0.0 0.0 0.0
9 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S 0.0 54.0 -11.5 0.0 0.0 0.0
9 18 0.9 D + 1.0 WZ 0.0 35.3 -11.5 0.0 0.0 0.0
9 19 1.2 D + 1.0 EZ + L 0.0 63.4 -0.4 0.0 0.0 0.0
9 20 0.9 D + 1.0 EZ 0.0 34.8 -0.4 0.0 0.0 0.0
10 1 DEAD -0.1 38.8 0.0 0.0 0.0 0.0
10 2 LIVE 0.0 15.0 0.0 0.0 0.0 0.0
10 3 WIND X+ -19.9 37.3 0.2 0.0 0.0 0.0
10 4 SNOW 0.0 5.3 0.0 0.0 0.0 0.0
10 5 SEISMIC X+ -0.9 2.3 0.0 0.0 0.0 0.0
10 6 1.4 D -0.1 54.3 0.0 0.0 0.0 0.0
10 7 1.2 D + 1.6 L -0.1 70.5 0.0 0.0 0.0 0.0
10 8 1.2 D + 1.6 S + 0.25 L -0.1 58.7 0.0 0.0 0.0 0.0
10 9 1.2 D + 1.6 S + 0.5 WX -10.0 73.6 0.1 0.0 0.0 0.0
10 10 1.2 D + 1.0 WX + 0.25 L +0.5 S -20.0 90.2 0.2 0.0 0.0 0.0
10 11 1.2 D + 1.0 EX + L -1.0 63.8 0.0 0.0 0.0 0.0
10 12 0.9 D + 1.0 WX -20.0 72.2 0.2 0.0 0.0 0.0
10 13 0.9 D + 1.0 EX -1.0 37.1 0.0 0.0 0.0 0.0
10 14 WIND Z+ 0.0 133.6 -18.5 0.0 0.0 0.0
10 15 SEISMIC Z+ 0.0 5.4 -0.6 0.0 0.0 0.0
10 16 1.2 D + 1.6 S + 0.5 WZ -0.1 121.8 -9.3 0.0 0.0 0.0
10 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S -0.1 186.5 -18.5 0.0 0.0 0.0
10 18 0.9 D + 1.0 WZ -0.1 168.5 -18.5 0.0 0.0 0.0
10 19 1.2 D + 1.0 EZ + L -0.1 66.9 -0.6 0.0 0.0 0.0
10 20 0.9 D + 1.0 EZ -0.1 40.3 -0.6 0.0 0.0 0.0
11 1 DEAD 0.0 39.5 0.4 0.0 0.0 0.0
11 2 LIVE 0.0 15.7 -0.1 0.0 0.0 0.0
11 3 WIND X+ -6.5 74.2 0.0 0.0 0.0 0.0
11 4 SNOW 0.0 5.3 0.0 0.0 0.0 0.0
11 5 SEISMIC X+ -0.3 4.3 0.0 0.0 0.0 0.0
11 6 1.4 D 0.0 55.4 0.5 0.0 0.0 0.0
11 7 1.2 D + 1.6 L 0.0 72.6 0.3 0.0 0.0 0.0
11 8 1.2 D + 1.6 S + 0.25 L 0.0 59.8 0.4 0.0 0.0 0.0
11 9 1.2 D + 1.6 S + 0.5 WX -3.3 93.0 0.4 0.0 0.0 0.0
11 10 1.2 D + 1.0 WX + 0.25 L +0.5 S -6.5 128.2 0.4 0.0 0.0 0.0
11 11 1.2 D + 1.0 EX + L -0.3 67.5 0.3 0.0 0.0 0.0
11 12 0.9 D + 1.0 WX -6.5 109.8 0.4 0.0 0.0 0.0
11 13 0.9 D + 1.0 EX -0.3 39.9 0.3 0.0 0.0 0.0
11 14 WIND Z+ 0.1 -84.0 -6.2 0.0 0.0 0.0
11 15 SEISMIC Z+ 0.0 -3.1 -0.2 0.0 0.0 0.0
11 16 1.2 D + 1.6 S + 0.5 WZ 0.0 13.9 -2.7 0.0 0.0 0.0
11 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S 0.1 -30.0 -5.8 0.0 0.0 0.0
11 18 0.9 D + 1.0 WZ 0.1 -48.4 -5.8 0.0 0.0 0.0
11 19 1.2 D + 1.0 EZ + L 0.0 60.1 0.2 0.0 0.0 0.0
11 20 0.9 D + 1.0 EZ 0.0 32.5 0.2 0.0 0.0 0.0
12 1 DEAD 0.0 41.0 -0.4 0.0 0.0 0.0
12 2 LIVE 0.0 15.6 0.1 0.0 0.0 0.0
12 3 WIND X+ -6.5 74.4 0.0 0.0 0.0 0.0
12 4 SNOW 0.0 5.3 0.0 0.0 0.0 0.0
12 5 SEISMIC X+ -0.3 4.3 0.0 0.0 0.0 0.0
12 6 1.4 D 0.0 57.5 -0.5 0.0 0.0 0.0
12 7 1.2 D + 1.6 L 0.0 74.2 -0.3 0.0 0.0 0.0
12 8 1.2 D + 1.6 S + 0.25 L 0.0 61.6 -0.4 0.0 0.0 0.0
12 9 1.2 D + 1.6 S + 0.5 WX -3.3 94.9 -0.4 0.0 0.0 0.0
12 10 1.2 D + 1.0 WX + 0.25 L +0.5 S -6.5 130.2 -0.4 0.0 0.0 0.0
12 11 1.2 D + 1.0 EX + L -0.3 69.2 -0.3 0.0 0.0 0.0
12 12 0.9 D + 1.0 WX -6.5 111.4 -0.4 0.0 0.0 0.0
12 13 0.9 D + 1.0 EX -0.3 41.3 -0.3 0.0 0.0 0.0
12 14 WIND Z+ -0.1 76.1 -6.6 0.0 0.0 0.0
12 15 SEISMIC Z+ 0.0 3.1 -0.2 0.0 0.0 0.0
Type Member LC Fx (k) Fx (k) top of columnFy (k) Fz (k) Mx (k*in) My (k*in) Mz (k*in)
C1 123 7 1.2 D + 1.6 L 72.843 63.784 -0.034 0.248 0.286 -53.72 -6.143
C1 124 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S 106.526 97.467 -0.165 -5.83 -4.603 1447.852 -25.878
C1 125 10 1.2 D + 1.0 WX + 0.25 L +0.5 S 95.1 86.041 6.165 0.234 -2.526 -51.175 1363.136
C1 126 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S 103.807 94.748 0.162 -5.826 4.92 1447.218 23.195
C2 143 14 WIND Z+ 142.907 142.907 -0.002 15.138 -0.033 2085.697 -0.041
C2 144 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S 185.387 183.384 -0.085 -18.48 -0.052 1135.099 -7.561
C2 145 14 WIND Z+ 143.104 143.104 0 15.138 0.012 2085.672 0.328
C2 146 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S 184.304 182.301 0.075 -18.474 0.032 1134.729 5.823
C2 147 14 WIND Z+ 88.825 88.825 -0.019 6.262 -0.023 765.109 2.503
C2 148 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S 127.782 125.948 -0.146 -9.306 0.187 614.837 -12.462
C2 149 14 WIND Z+ 89.028 89.028 0.015 6.262 -0.005 765.094 -2.149
C2 150 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S 126.746 124.912 0.137 -9.297 -0.09 614.214 10.921
C2 151 7 1.2 D + 1.6 L 61.382 59.548 -0.099 0.306 -1.42 -24.698 -9.499
C2 152 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S 92.365 90.531 -0.019 -9.735 -0.434 764.414 -6.831
C2 153 7 1.2 D + 1.6 L 59.408 57.574 0.119 0.304 1.463 -24.529 10.292
C2 154 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S 91.407 89.573 0.003 -9.719 0.566 763.157 4.717
C2 155 7 1.2 D + 1.6 L 56.519 54.643 -0.21 0.648 2.001 -47.969 -15.225
C2 156 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S 61.976 60.099 -0.722 -9.115 -2.915 625.731 -37.68
C2 157 7 1.2 D + 1.6 L 54.524 52.647 0.234 0.642 -1.933 -47.421 16.433
C2 158 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S 61.142 59.266 0.695 -9.087 3.087 623.685 35.049
C2 183 7 1.2 D + 1.6 L 74.88 72.877 -0.004 0.021 0 0 0
C2 184 7 1.2 D + 1.6 L 72.955 70.952 0.009 0.023 0 0 0
C2 185 7 1.2 D + 1.6 L 74.828 72.825 -0.005 -0.023 0 0 0
C2 186 7 1.2 D + 1.6 L 73.392 71.388 0.009 -0.02 0 0 0
C2 187 7 1.2 D + 1.6 L 72.275 70.441 -0.019 0.139 -0.313 -10.642 -1.632
C2 188 7 1.2 D + 1.6 L 70.324 68.49 0.02 0.146 0.395 -11.145 0.945
C2 189 7 1.2 D + 1.6 L 72.217 70.384 -0.02 -0.15 0.421 11.637 -1.711
C2 190 7 1.2 D + 1.6 L 70.776 68.943 0.019 -0.135 -0.287 10.427 0.866
C2 191 7 1.2 D + 1.6 L 70.377 68.543 -0.013 0.241 -1.207 -19.107 -0.003
C2 192 7 1.2 D + 1.6 L 68.369 66.536 0.014 0.252 1.296 -19.974 -0.6
C2 193 7 1.2 D + 1.6 L 70.305 68.471 -0.014 -0.259 1.326 20.703 -0.152
C2 194 7 1.2 D + 1.6 L 68.856 67.023 0.012 -0.233 -1.177 18.568 -0.748
C2 195 7 1.2 D + 1.6 L 69.265 67.389 0.202 0.482 1.441 -36.549 3.713
C2 196 7 1.2 D + 1.6 L 67.165 65.289 -0.192 0.497 -1.566 -37.654 -3.843
C2 197 7 1.2 D + 1.6 L 69.174 67.298 0.195 -0.509 -1.555 38.766 3.348
C2 198 7 1.2 D + 1.6 L 67.707 65.831 -0.2 -0.467 1.449 35.47 -4.212
C1 281 14 WIND Z+ 84.185 84.185 -0.084 5.692 -4.174 1763.619 -9.239
C1 282 10 1.2 D + 1.0 WX + 0.25 L +0.5 S 98.681 97.132 6.512 0.336 -1.222 -3.906 2022.105
C1 283 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S 133.808 132.258 -0.102 -7.012 4.154 -1135.01 -24.449
C1 284 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S 131.085 129.536 0.097 -7.014 -4.008 -1134.82 21.416
EXISTING STRUCTURE COLUMN REACTIONS AT BASE OF CARILLON
Properties Value
Column Type C1
Compressive Design
AISC Sec. E3 Values Local Buckling of Angle Btwn Pls Column1
Staad Beam # 283 ᶲcompression 0.90 Pu(max) -33.06
Length(X_X) (in) 0.00 Pu (kips) -132.258 Staad Beam # 283
Length(Y_Y) (in) 80.00 Load Case 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S Built-Up Member AISC Sec. B4.1
Area (in^2) 11.44 Built-Up Member AISC Sec. E7 bi/ti 10.67
Base (in) 23.5 KL/r 6.44 Slender Compression? nonslender
Height (in) 23.5 Ka/ri 20.98 L/ri 24.39 t (in) 0.375 Ka/ri <= 0.75*KL/r NOT acceptable KL/ri 91.04
Ixx (in^4) 1310 4.71 sqrt(E/Fy) 133.68 4.71 sqrt(E/Fy) 133.68
Iyy (in^4) 1310 Fe (ksi) 6896.36 Fe (ksi) 34.53 rxx (in) 10.68 Fcr (ksi) 35.92 Fcr (ksi) 23.27 ryy (in) 10.68 ᶲPn (kips) 369.85 ᶲPn (kips) 59.90
Zxx (in^3) 121 ᶲPn >= Pu Acceptable ᶲPn >= Pu Acceptable
Zyy (in^3) 121
Flexural Design
AISC Sec. F7 Values
Flexural Design
AISC Sec. F10 Values
Sxx (in^3) 111 ᶲFlexure 0.90 ᶲFlexure 0.90
Syy (in^3) 111 Built-Up Member AISC Sec. E7 Built-Up Member AISC Sec. E7
Indvidual Angle 4x4x3/8 b/t 62.67 b/t 62.67 bi (in) 4 Slender Flexure? compact Slender Flexure? compact ti (in) 0.375 Muy (k*in) 1846.28 Muy (k*in) 461.57 ri (in) 1.23 Muz (k*in) 13.87 Muz (k*in) 3.47
Areai (in^2) 2.86 ᶲMn (k*in) 3920.40 ᶲMn (k*in) 5394.60
Max Plate Spacing (in) 30 Mnyielding (k*in) 4356.00 Mnyielding (k*in) 5994.00 k 0.86 MnFlange Local Buckling (k*in) 2958.35 Mn Lateral TorsionalBuckling (k*in) 877.87
E (ksi) 29000 MnWeb Local Buckling (k*in) 4356.00 MnLeg Local Buckling (k*in) Not Applicable
Fy (ksi) 36 ᶲMn >= Mu Acceptable Me (k*in) 1000.50
ᶲMn >= Mu Acceptable
Interaction Design
AISC Sec. H1 Values
Interaction Design
AISC Sec. H1 Values
Pu/ᶲPn 0.36 Pu/ᶲPn 0.55
Muy/ᶲMu 0.47 Muy/ᶲMu 0.09
Mux/ᶲMu 0.00 Mux/ᶲMu 0.00
Interaction 0.78 Interaction 0.63
Global Design Local Design
Worst case load for perimeter column, C1 at base of structure.
Reinforcing not required.
EXISTING LOADS
Column Type C2
Compressive Design
AISC Sec. E3 Values Local Buckling of Angle Btwn Pls Column1
Staad Beam # 144 ᶲcompression 0.90 Pu(max) -45.85
Length(X_X) (in) 165.00 Pu (kips) -183.38 Staad Beam # 144
Length(Y_Y) (in) 165.00 Load Case 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S Built-Up Member AISC Sec. B4.1
Area (in^2) 9.3 Built-Up Member AISC Sec. E7 bi/ti 8.33
Base (in) 15.625 KL/r 20.39 Slender Compression? nonslender
Height (in) 15.625 Ka/ri 18.12 L/ri 21.07 t (in) 0.375 Ka/ri <= 0.75*KL/r NOT acceptable KL/ri 88.56
Ixx (in^4) 450 4.71 sqrt(E/Fy) 133.68 4.71 sqrt(E/Fy) 133.68
Iyy (in^4) 450 Fe (ksi) 688.58 Fe (ksi) 36.50 rxx (in) 6.96 Fcr (ksi) 35.22 Fcr (ksi) 23.82 ryy (in) 6.96 ᶲPn (kips) 294.80 ᶲPn (kips) 50.17
Zxx (in^3) 64.1 ᶲPn >= Pu Acceptable ᶲPn >= Pu Acceptable
Zyy (in^3) 64.1
Flexural Design
AISC Sec. F7 Values
Flexural Design
AISC Sec. F10 Values
Sxx (in^3) 57.5 ᶲFlexure 0.90 ᶲFlexure 0.90
Syy (in^3) 57.5 Built-Up Member AISC Sec. E7 Built-Up Member AISC Sec. E7
Indvidual Angle 3_1/8x3_1/8x3/8 b/t 41.67 b/t 41.67 bi (in) 3.125 Slender Flexure? compact Slender Flexure? compact ti (in) 0.375 Muy (k*in) 2111.98 Muy (k*in) 527.99 ri (in) 0.949 Muz (k*in) 8.50 Muz (k*in) 2.13
Areai (in^2) 2.34 ᶲMn (k*in) 2076.84 ᶲMn (k*in) 2794.50
Max Plate Spacing (in) 20 Mnyielding (k*in) 2307.60 Mnyielding (k*in) 3105.00 k 0.86 MnFlange Local Buckling (k*in) 2012.75 Mn Lateral TorsionalBuckling (k*in) 773.80
E (ksi) 29000 MnWeb Local Buckling (k*in) 2307.60 MnLeg Local Buckling (k*in) Not Applicable
Fy (ksi) 36 ᶲMn >= Mu NOT acceptable Me (k*in) 915.99
ᶲMn >= Mu Acceptable
Interaction Design
AISC Sec. H1 Values
Interaction Design
AISC Sec. H1 Values
Pu/ᶲPn 0.62 Pu/ᶲPn 0.91
Muy/ᶲMu 1.02 Muy/ᶲMu 0.19
Mux/ᶲMu 0.00 Mux/ᶲMu 0.00
Interaction 1.53 Interaction 1.08
Global Design Local Design
Worst case load for perimeter column, C2 at base of structure.
Reinforcing required.
EXISTING COLUMN EVALUATION
Compressive Design
AISC Sec. E3 Values Local Buckling of Angle Btwn Pls Column1
Staad Beam # 148 ᶲcompression 0.90 Pu(max) -31.49
Length(X_X) (in) 165.00 Pu (kips) -125.95 Staad Beam # 148
Length(Y_Y) (in) 165.00 Load Case 17 1.2 D + 1.0 WZ + 0.25 L +0.5 S Built-Up Member AISC Sec. B4.1
Area (in^2) 9.3 Built-Up Member AISC Sec. E7 bi/ti 8.33
Base (in) 15.625 KL/r 20.39 Slender Compression? nonslender
Height (in) 15.625 Ka/ri 18.12 L/ri 21.07 t (in) 0.375 Ka/ri <= 0.75*KL/r NOT acceptable KL/ri 88.56
Ixx (in^4) 450 4.71 sqrt(E/Fy) 133.68 4.71 sqrt(E/Fy) 133.68
Iyy (in^4) 450 Fe (ksi) 688.58 Fe (ksi) 36.50 rxx (in) 6.96 Fcr (ksi) 35.22 Fcr (ksi) 23.82 ryy (in) 6.96 ᶲPn (kips) 294.80 ᶲPn (kips) 50.17
Zxx (in^3) 64.1 ᶲPn >= Pu Acceptable ᶲPn >= Pu Acceptable
Zyy (in^3) 64.1
Flexural Design
AISC Sec. F7 Values
Flexural Design
AISC Sec. F10 Values
Sxx (in^3) 57.5 ᶲFlexure 0.90 ᶲFlexure 0.90
Syy (in^3) 57.5 Built-Up Member AISC Sec. E7 Built-Up Member AISC Sec. E7
Indvidual Angle 3_1/8x3_1/8x3/8 b/t 41.67 b/t 41.67 bi (in) 3.125 Slender Flexure? compact Slender Flexure? compact ti (in) 0.375 Muy (k*in) 789.31 Muy (k*in) 197.33 ri (in) 0.949 Muz (k*in) 12.85 Muz (k*in) 3.21
Areai (in^2) 2.34 ᶲMn (k*in) 2076.84 ᶲMn (k*in) 2794.50
Max Plate Spacing (in) 20 Mnyielding (k*in) 2307.60 Mnyielding (k*in) 3105.00 k 0.86 MnFlange Local Buckling (k*in) 2012.75 Mn Lateral TorsionalBuckling (k*in) 773.80
E (ksi) 29000 MnWeb Local Buckling (k*in) 2307.60 MnLeg Local Buckling (k*in) Not Applicable
Fy (ksi) 36 ᶲMn >= Mu Acceptable Me (k*in) 915.99
ᶲMn >= Mu Acceptable
Interaction Design
AISC Sec. H1 Values
Interaction Design
AISC Sec. H1 Values
Pu/ᶲPn 0.43 Pu/ᶲPn 0.63
Muy/ᶲMu 0.38 Muy/ᶲMu 0.07
Mux/ᶲMu 0.01 Mux/ᶲMu 0.00
Interaction 0.77 Interaction 0.69
Global Design Local Design
Worst case load for perimeter column, C2 at base of structure.
Reinforcing NOT required.
EXISTING COLUMN EVALUATION
Existing Structure Calculations
Suite 412
Washington, DC 20036
Project
NPS Netherland Carillon Rehabilitation
Job Ref.
171132A
Section
Wind Loding
Sheet no./rev.
Calc. by
LMB
Date
2/27/2018
Chk'd by Date App'd by Date
WIND LOADING (ASCE7-10)
In accordance with ASCE7-10 incorporating Errata No. 1 and Errata No. 2
Using the directional design method
Tedds calculation version 2.0.20
33.4 ft
.7 f t
Plan
22.7 ft f t
Elevation
Building data
Type of roof; Flat
Length of building; b = 33.42 ft
Width of building; d = 22.67 ft
Height to eaves; H = 126.00 ft
Mean height; h = 126.00 ft
General wind load requirements
Basic wind speed; V = 115.0 mph
Risk category; II
Velocity pressure exponent coeff (Table 26.6-1); Kd = 0.85
Exposure category (cl.26.7.3); C
Enclosure classification (cl.26.10); Partially enclosed buildings
Internal pressure coef +ve (Table 26.11-1); GCpi_p = 0.55
Internal pressure coef –ve (Table 26.11-1); GCpi_n = -0.55
Gust effect factor; Gf = 0.85
Topography
Topography factor not significant; Kzt = 1.0
Velocity pressure equation; q = 0.00256 × Kz × Kzt × Kd × V2 × 1psf/mph2;
Velocity pressures table z (ft) Kz () qz (psf)
Suite 412
Washington, DC 20036
Project
NPS Netherland Carillon Rehabilitation
Job Ref.
171132A
Section
Wind Loding
Sheet no./rev.
Calc. by
LMB
Date
2/27/2018
Chk'd by Date App'd by Date z (ft) Kz () qz (psf)
15.00 0.85 24.46
50.00 1.09 31.37
75.00 1.19 34.25
100.00 1.26 36.26
126.00 1.33 38.13
Peak velocity pressure for internal pressure
Peak velocity pressure – internal (as roof press.); qi = 38.13 psf
A
.7 f t
33.4 ft
.7 f t
W in d o
Plan view - Flat roof
C
22.7 ft f t
Side face
0.8
33.4 ft f t
Windward face
B
33.4 ft f t
Leeward face
Suite 412
Washington, DC 20036
Project
NPS Netherland…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it.