Seattle Public Library NE Branch Annex Dynamic Analysis

N o r w i c h U n i v e r s i t y S c h o o l o f

G r a d u a t e a n d C o n t i n u i n g

E d u c a t i o n

Victor Gumbs

The Structure under consideration for this analysis is the Seattle Public Library NE

Branch located at the intersection of NE 35th Avenue and 68th Streets in Seattle

Washington. The original Structure was completed in the summer of 1957 at the

location of 6801 35th Avenue NE, Seattle, WA 98115. Over the years the library

has undergone several remodels and renovations. The last major change to the

library was the addition of the new annex in 2005 to 2006 and that is the portion

of the structure that is subject of this report. The structure will be analyzed in

terms of both statics and dynamics with an emphasis upon the dynamical aspects.

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Victor Gumbs Norwich University Page 1 of 35

Executive Summary:

The Structure under consideration for this analysis is the Seattle Public Library NE Branch located at the

intersection of NE 35th Avenue and 68th Streets in Seattle Washington.

The original Structure was completed in the summer of 1957 at the location of 6801 35th Avenue NE,

Seattle, WA 98115.

Over the years the library has undergone several remodels and renovations. The last major change to

the library was the addition of the new annex in 2005 to 2006 and that is the portion of the structure

that is subject of this report.

The structure will be analyzed in terms of both statics and dynamics with an emphasis upon the

dynamical aspects.

That is we will take a look at all most major aspects regarding the Load Combinations, Live Loads, Wind

Loads, Snow Loads, Rain Loads, Ice Loads, Seismic Design Criteria, Seismic Response Time History,

Seismic Ground Motion and Long-Period Transition Maps, based upon the recommendations of the

ASCE-SEI 07-05 Minimum Design Loads for Buildings and Structures.

Assumptions and Observations:

Although the original portion of the portal frame structure appears to have quite inadequate and

perhaps even unstable connections to the foundation (connections of the columns to the concrete slab

with two bolts 5/8” diameter), the new addition has all of its column members sunk into the concrete

making it difficult to determine how they are fastened, and therefore it is assumed that they can be

considered fixed for the of the analysis that I will perform.

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The general description of the of building is that it consist of a simple steel portal framed structure

consisting of steel main spans of built-up beams consisting of 9” X 1” steel plate on top and 11” X 1”

plate on the bottom with a web plate that is 16“ X 1” thick, meticulously welded and 1” thick double

plated at all of the stress points and connection ties to columns and other lateral standard wide flange

beam members, which traverse the central portion of the structure, and can be seen in the photographs

and drawings in the appendix. Details may be observed in the photographs as to the roof to frame

support connections, with 18” tall by 5 ¼” wide Glulam Beams that support the lightweight concrete

roof. As it was not possible to get an absolute definitive measurement of the roof’s thickness, since it is

flanged on the ends with metallic flashing and wood it was estimated to be 5” in thickness which is a

local Northwest building construction standard for the area, per information from a local buildings

inspectors office that I inquired this information from.

Measurements of all of the exposed area of the main structure were performed with a Hilti PD 32 laser

measurement device through either its direct mode if the members were within reach or its indirect

mode for all out of reach and remote points of the structure.

Pictures of the interior were limited as I was asked not to use a flash that would disturb the patrons of

the library, as well as use of a laser device was limited to times that the premise was mostly unoccupied

in the early morning or late evening hours.

The specifics of the laser measurement device can be found under instrumentation in the appendix of

this report.

Contents 1. Model geometry ................................................................................................................................................................................................................................. 0 1.1. Joint coordinates ........................................................................................................................................................................................................................ 0 1.2. Joint restraints ............................................................................................................................................................................................................................ 2 1.3. Element connectivity .................................................................................................................................................................................................................. 3 2. Material properties ........................................................................................................................................................................................................................... 13 3. Section properties ............................................................................................................................................................................................................................ 14 3.1. Frames ..................................................................................................................................................................................................................................... 14 3.2. Areas ........................................................................................................................................................................................................................................ 17 4. Load patterns ................................................................................................................................................................................................................................... 17 4.1. Definitions ................................................................................................................................................................................................................................ 17 5. Load cases ....................................................................................................................................................................................................................................... 17 5.1. Definitions ................................................................................................................................................................................................................................ 17 5.2. Static case load assignments .................................................................................................................................................................................................. 18 5.3. Response spectrum case load assignments ........................................................................................................................................................................... 18 6. Load combinations ........................................................................................................................................................................................................................... 18 Appendix………………………………………………………………………………………………………………………………25

List of Figures Figure 1: Finite element model............................................................................................................................................................................................................... 0

List of Tables Table 1: Joint Coordinates ..................................................................................................................................................................................................................... 0 Table 2: Joint Restraint Assignments .................................................................................................................................................................................................... 3 Table 3: Connectivity - Frame ................................................................................................................................................................................................................ 3 Table 4: Frame Section Assignments .................................................................................................................................................................................................... 6 Table 5: Frame Release Assignments 1 - General, Part 1 of 2 ............................................................................................................................................................. 9 Table 5: Frame Release Assignments 1 - General, Part 2 of 2 ........................................................................................................................................................... 10 Table 6: Connectivity - Area ................................................................................................................................................................................................................. 11 Table 7: Area Section Assignments ....................................................................................................................................................... Error! Bookmark not defined. Table 8: Material Properties 02 - Basic Mechanical Properties ........................................................................................................................................................... 13 Table 9: Material Properties 03a - Steel Data ...................................................................................................................................................................................... 13 Table 10: Material Properties 03b - Concrete Data ............................................................................................................................................................................. 13 Table 11: Material Properties 03e - Rebar Data .................................................................................................................................................................................. 13 Table 12: Frame Section Properties 01 - General, Part 1 of 4 ............................................................................................................................................................ 14 Table 12: Frame Section Properties 01 - General, Part 2 of 4 ............................................................................................................................................................ 14 Table 12: Frame Section Properties 01 - General, Part 3 of 4 ............................................................................................................................................................ 15 Table 12: Frame Section Properties 01 - General, Part 4 of 4 ............................................................................................................................................................ 16 Table 13: Area Section Properties, Part 1 of 2 .................................................................................................................................................................................... 17 Table 13: Area Section Properties, Part 2 of 2 .................................................................................................................................................................................... 17 Table 14: Area Stiffness Modifiers, Part 1 of 2 ...................................................................................................................................... Error! Bookmark not defined. Table 14: Area Stiffness Modifiers, Part 2 of 2 ...................................................................................................................................... Error! Bookmark not defined. Table 15: Load Pattern Definitions ....................................................................................................................................................................................................... 17 Table 16: Load Case Definitions .......................................................................................................................................................................................................... 17 Table 17: Case - Static 1 - Load Assignments ..................................................................................................................................................................................... 18 Table 18: Function - Response Spectrum - User................................................................................................................................................................................. 18 Table 19: Combination Definitions ....................................................................................................................................................................................................... 18

1. Model geometry This section provides model geometry information, including items such as joint coordinates, joint restraints, and element connectivity.

XY XZ

YZ

Figure 1: Finite element model

1.1. Joint coordinates

Table 1: Joint Coordinates

Table 1: Joint Coordinates

Joint CoordSys CoordType GlobalX GlobalY GlobalZ

ft ft ft

13 GLOBAL Cartesian 63.0000 96.0000 13.0000

14 GLOBAL Cartesian 72.0000 96.0000 14.0000

15 GLOBAL Cartesian 81.0000 96.0000 15.0000

16 GLOBAL Cartesian 27.0000 96.0000 13.0000

17 GLOBAL Cartesian 18.0000 96.0000 14.0000

18 GLOBAL Cartesian 9.0000 96.0000 15.0000

19 GLOBAL Cartesian 72.0000 0.0000 14.0000

20 GLOBAL Cartesian 81.0000 0.0000 15.0000

21 GLOBAL Cartesian 18.0000 0.0000 14.0000

22 GLOBAL Cartesian 9.0000 0.0000 15.0000

23 GLOBAL Cartesian 72.0000 64.0000 14.0000

Library NE Seattle Branch.sdb SAP2000 v15.1.0 1. Model geometry 27 May 2012

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Table 1: Joint Coordinates

Joint CoordSys CoordType GlobalX GlobalY GlobalZ

ft ft ft

24 GLOBAL Cartesian 81.0000 64.0000 15.0000

25 GLOBAL Cartesian 18.0000 64.0000 14.0000

26 GLOBAL Cartesian 9.0000 64.0000 15.0000

27 GLOBAL Cartesian 72.0000 80.0000 14.0000

28 GLOBAL Cartesian 81.0000 80.0000 15.0000

29 GLOBAL Cartesian 18.0000 80.0000 14.0000

30 GLOBAL Cartesian 9.0000 80.0000 15.0000

31 GLOBAL Cartesian 72.0000 48.0000 14.0000

32 GLOBAL Cartesian 81.0000 48.0000 15.0000

33 GLOBAL Cartesian 18.0000 48.0000 14.0000

34 GLOBAL Cartesian 9.0000 48.0000 15.0000

35 GLOBAL Cartesian 72.0000 32.0000 14.0000

36 GLOBAL Cartesian 54.0000 64.0000 12.0000

37 GLOBAL Cartesian 90.0000 64.0000 16.0000

38 GLOBAL Cartesian 36.0000 64.0000 12.0000

39 GLOBAL Cartesian 0.0000 64.0000 16.0000

40 GLOBAL Cartesian 0.0000 64.0000 0.0000

41 GLOBAL Cartesian 90.0000 64.0000 0.0000

42 GLOBAL Cartesian 81.0000 32.0000 15.0000

43 GLOBAL Cartesian 18.0000 32.0000 14.0000

44 GLOBAL Cartesian 36.0000 64.0000 0.0000

45 GLOBAL Cartesian 54.0000 64.0000 0.0000

46 GLOBAL Cartesian 9.0000 32.0000 15.0000

47 GLOBAL Cartesian 72.0000 16.0000 14.0000

48 GLOBAL Cartesian 81.0000 16.0000 15.0000

49 GLOBAL Cartesian 18.0000 16.0000 14.0000

50 GLOBAL Cartesian 9.0000 16.0000 15.0000

76 GLOBAL Cartesian 18.1602 80.0000 13.9822

77 GLOBAL Cartesian 27.0057 80.0000 12.9994

78 GLOBAL Cartesian 63.0023 80.0000 13.0003

79 GLOBAL Cartesian 72.0425 80.0000 14.0047

81 GLOBAL Cartesian 18.1602 64.0000 13.9822

82 GLOBAL Cartesian 27.0057 64.0000 12.9994

83 GLOBAL Cartesian 63.0023 64.0000 13.0003

84 GLOBAL Cartesian 72.0425 64.0000 14.0047

86 GLOBAL Cartesian 18.1602 48.0000 13.9822

87 GLOBAL Cartesian 27.0057 48.0000 12.9994

88 GLOBAL Cartesian 63.0023 48.0000 13.0003

89 GLOBAL Cartesian 72.0425 48.0000 14.0047

91 GLOBAL Cartesian 18.1602 32.0000 13.9822

92 GLOBAL Cartesian 27.0057 32.0000 12.9994

93 GLOBAL Cartesian 63.0023 32.0000 13.0003

94 GLOBAL Cartesian 72.0425 32.0000 14.0047

96 GLOBAL Cartesian 18.1602 16.0000 13.9822

97 GLOBAL Cartesian 27.0057 16.0000 12.9994

98 GLOBAL Cartesian 63.0023 16.0000 13.0003

99 GLOBAL Cartesian 72.0425 16.0000 14.0047

102 GLOBAL Cartesian 54.0000 80.0000 12.0000

103 GLOBAL Cartesian 90.0000 80.0000 16.0000

104 GLOBAL Cartesian 36.0000 80.0000 12.0000

105 GLOBAL Cartesian 0.0000 80.0000 16.0000

106 GLOBAL Cartesian 0.0000 80.0000 0.0000

107 GLOBAL Cartesian 90.0000 80.0000 0.0000

108 GLOBAL Cartesian 36.0000 80.0000 0.0000

Library NE Seattle Branch.sdb SAP2000 v15.1.0 1. Model geometry 27 May 2012

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Table 1: Joint Coordinates

Joint CoordSys CoordType GlobalX GlobalY GlobalZ

ft ft ft

109 GLOBAL Cartesian 54.0000 80.0000 0.0000

110 GLOBAL Cartesian 54.0000 96.0000 12.0000

111 GLOBAL Cartesian 90.0000 96.0000 16.0000

112 GLOBAL Cartesian 36.0000 96.0000 12.0000

113 GLOBAL Cartesian 0.0000 96.0000 16.0000

114 GLOBAL Cartesian 0.0000 96.0000 0.0000

115 GLOBAL Cartesian 90.0000 96.0000 0.0000

116 GLOBAL Cartesian 36.0000 96.0000 0.0000

117 GLOBAL Cartesian 54.0000 96.0000 0.0000

118 GLOBAL Cartesian 27.0057 0.0000 12.9994

119 GLOBAL Cartesian 63.0023 0.0000 13.0003

120 GLOBAL Cartesian 72.0425 0.0000 14.0047

158 GLOBAL Cartesian 54.0000 48.0000 12.0000

159 GLOBAL Cartesian 90.0000 48.0000 16.0000

160 GLOBAL Cartesian 36.0000 48.0000 12.0000

161 GLOBAL Cartesian 0.0000 48.0000 16.0000

162 GLOBAL Cartesian 0.0000 48.0000 0.0000

163 GLOBAL Cartesian 90.0000 48.0000 0.0000

164 GLOBAL Cartesian 36.0000 48.0000 0.0000

165 GLOBAL Cartesian 54.0000 48.0000 0.0000

166 GLOBAL Cartesian 54.0000 32.0000 12.0000

167 GLOBAL Cartesian 90.0000 32.0000 16.0000

168 GLOBAL Cartesian 36.0000 32.0000 12.0000

169 GLOBAL Cartesian 0.0000 32.0000 16.0000

170 GLOBAL Cartesian 0.0000 32.0000 0.0000

171 GLOBAL Cartesian 90.0000 32.0000 0.0000

172 GLOBAL Cartesian 36.0000 32.0000 0.0000

173 GLOBAL Cartesian 54.0000 32.0000 0.0000

174 GLOBAL Cartesian 54.0000 16.0000 12.0000

175 GLOBAL Cartesian 90.0000 16.0000 16.0000

176 GLOBAL Cartesian 36.0000 16.0000 12.0000

177 GLOBAL Cartesian 0.0000 16.0000 16.0000

178 GLOBAL Cartesian 0.0000 16.0000 0.0000

179 GLOBAL Cartesian 90.0000 16.0000 0.0000

180 GLOBAL Cartesian 36.0000 16.0000 0.0000

181 GLOBAL Cartesian 54.0000 16.0000 0.0000

182 GLOBAL Cartesian 54.0000 0.0000 12.0000

183 GLOBAL Cartesian 90.0000 0.0000 16.0000

184 GLOBAL Cartesian 36.0000 0.0000 12.0000

185 GLOBAL Cartesian 0.0000 0.0000 16.0000

186 GLOBAL Cartesian 0.0000 0.0000 0.0000

187 GLOBAL Cartesian 90.0000 0.0000 0.0000

188 GLOBAL Cartesian 36.0000 0.0000 0.0000

189 GLOBAL Cartesian 54.0000 0.0000 0.0000

233 GLOBAL Cartesian 18.1602 96.0000 13.9822

234 GLOBAL Cartesian 72.0425 96.0000 14.0047

1.2. Joint restraints

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Victor Gumbs Norwich University Page 3 of 35

Table 2: Joint Restraint Assignments

Table 2: Joint Restraint Assignments

Joint U1 U2 U3 R1 R2 R3

40 Yes Yes Yes Yes Yes Yes

41 Yes Yes Yes Yes Yes Yes

44 Yes Yes Yes Yes Yes Yes

45 Yes Yes Yes Yes Yes Yes

106 Yes Yes Yes Yes Yes Yes

107 Yes Yes Yes Yes Yes Yes

108 Yes Yes Yes Yes Yes Yes

109 Yes Yes Yes Yes Yes Yes

114 Yes Yes Yes Yes Yes Yes

115 Yes Yes Yes Yes Yes Yes

116 Yes Yes Yes Yes Yes Yes

117 Yes Yes Yes Yes Yes Yes

162 Yes Yes Yes Yes Yes Yes

163 Yes Yes Yes Yes Yes Yes

164 Yes Yes Yes Yes Yes Yes

165 Yes Yes Yes Yes Yes Yes

170 Yes Yes Yes Yes Yes Yes

171 Yes Yes Yes Yes Yes Yes

172 Yes Yes Yes Yes Yes Yes

173 Yes Yes Yes Yes Yes Yes

178 Yes Yes Yes Yes Yes Yes

179 Yes Yes Yes Yes Yes Yes

180 Yes Yes Yes Yes Yes Yes

181 Yes Yes Yes Yes Yes Yes

186 Yes Yes Yes Yes Yes Yes

187 Yes Yes Yes Yes Yes Yes

188 Yes Yes Yes Yes Yes Yes

189 Yes Yes Yes Yes Yes Yes

1.3. Element connectivity

Table 3: Connectivity - Frame

Table 3: Connectivity - Frame

Frame JointI JointJ Length

ft

1 110 13 9.0554

2 13 14 9.0554

3 14 15 9.0554

4 15 111 9.0554

5 112 16 9.0554

6 16 17 9.0554

7 17 18 9.0554

8 18 113 9.0554

9 182 119 9.0577

10 119 19 9.0530

11 19 20 9.0554

12 20 183 9.0554

13 184 118 9.0497

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Table 3: Connectivity - Frame

Frame JointI JointJ Length

ft

14 118 21 9.0611

15 21 22 9.0554

16 22 185 9.0554

17 36 83 9.0577

18 83 23 9.0530

19 23 24 9.0554

20 24 37 9.0554

21 38 82 9.0497

22 82 25 9.0611

23 25 26 9.0554

24 22 50 16.0000

25 38 36 18.0000

26 40 39 16.0000

27 41 37 16.0000

28 26 39 9.0554

29 102 78 9.0577

30 44 38 12.0000

31 45 36 12.0000

32 78 27 9.0530

33 27 28 9.0554

34 28 103 9.0554

35 104 77 9.0497

36 77 29 9.0611

37 29 30 9.0554

38 30 105 9.0554

39 158 88 9.0577

40 88 31 9.0530

41 31 32 9.0554

42 32 159 9.0554

43 160 87 9.0497

44 87 33 9.0611

45 33 34 9.0554

46 34 161 9.0554

47 166 93 9.0577

48 93 35 9.0530

49 35 42 9.0554

50 42 167 9.0554

51 168 92 9.0497

52 92 43 9.0611

53 43 46 9.0554

54 46 169 9.0554

55 174 98 9.0577

56 98 47 9.0530

57 47 48 9.0554

58 48 175 9.0554

59 176 97 9.0497

60 97 49 9.0611

61 49 50 9.0554

62 50 177 9.0554

63 50 46 16.0000

64 46 34 16.0000

65 34 26 16.0000

66 26 30 16.0000

67 30 18 16.0000

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Table 3: Connectivity - Frame

Frame JointI JointJ Length

ft

83 104 102 18.0000

84 106 105 16.0000

85 107 103 16.0000

86 108 104 12.0000

87 109 102 12.0000

89 183 175 16.0000

90 112 110 18.0000

91 114 113 16.0000

92 115 111 16.0000

93 116 112 12.0000

94 117 110 12.0000

95 175 167 16.0000

96 167 159 16.0000

97 159 37 16.0000

98 37 103 16.0000

99 103 111 16.0000

100 15 28 16.0000

101 28 24 16.0000

102 24 32 16.0000

103 32 42 16.0000

104 42 48 16.0000

105 48 20 16.0000

106 120 99 16.0000

107 99 94 16.0000

108 94 89 16.0000

109 89 84 16.0000

110 84 79 16.0000

111 79 14 16.0001

112 13 78 16.0000

113 78 83 16.0000

114 83 88 16.0000

115 88 93 16.0000

116 93 98 16.0000

117 98 119 16.0000

118 110 102 16.0000

119 102 36 16.0000

120 36 158 16.0000

121 158 166 16.0000

122 166 174 16.0000

123 174 182 16.0000

124 112 104 16.0000

125 104 38 16.0000

126 38 160 16.0000

127 160 168 16.0000

128 168 176 16.0000

129 176 184 16.0000

130 16 77 16.0000

131 77 82 16.0000

132 82 87 16.0000

133 87 92 16.0000

134 92 97 16.0000

135 97 118 16.0000

136 21 96 16.0008

137 96 91 16.0000

Library NE Seattle Branch.sdb SAP2000 v15.1.0 1. Model geometry 27 May 2012

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Table 3: Connectivity - Frame

Frame JointI JointJ Length

ft

138 91 86 16.0000

139 86 81 16.0000

140 81 76 16.0000

141 76 17 16.0008

148 185 177 16.0000

149 177 169 16.0000

150 169 161 16.0000

151 161 39 16.0000

152 39 105 16.0000

153 105 113 16.0000

202 160 158 18.0000

203 162 161 16.0000

204 163 159 16.0000

205 164 160 12.0000

206 165 158 12.0000

223 168 166 18.0000

224 170 169 16.0000

225 171 167 16.0000

226 172 168 12.0000

227 173 166 12.0000

244 176 174 18.0000

245 178 177 16.0000

246 179 175 16.0000

247 180 176 12.0000

248 181 174 12.0000

265 184 182 18.0000

266 186 185 16.0000

267 187 183 16.0000

268 188 184 12.0000

269 189 182 12.0000

Table 4: Frame Section Assignments

Table 4: Frame Section Assignments

Frame AnalSect DesignSect MatProp

1 LongBeam N.A. Default

2 LongBeam N.A. Default

3 LongBeam N.A. Default

4 LongBeam N.A. Default

5 LongBeam N.A. Default

6 LongBeam N.A. Default

7 LongBeam N.A. Default

8 LongBeam N.A. Default

9 LongBeam N.A. Default

10 LongBeam N.A. Default

11 LongBeam N.A. Default

12 LongBeam N.A. Default

13 LongBeam N.A. Default

14 LongBeam N.A. Default

15 LongBeam N.A. Default

16 LongBeam N.A. Default

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Table 4: Frame Section Assignments

Frame AnalSect DesignSect MatProp

17 LongBeam N.A. Default

18 LongBeam N.A. Default

19 LongBeam N.A. Default

20 LongBeam N.A. Default

21 LongBeam N.A. Default

22 LongBeam N.A. Default

23 LongBeam N.A. Default

24 LongBeam N.A. Default

25 W12X96 W12X96 Default

26 W12X120 W12X120 Default

27 W12X120 W12X120 Default

28 LongBeam N.A. Default

29 LongBeam N.A. Default

30 W12X120 W12X120 Default

31 W12X120 W12X120 Default

32 LongBeam N.A. Default

33 LongBeam N.A. Default

34 LongBeam N.A. Default

35 LongBeam N.A. Default

36 LongBeam N.A. Default

37 LongBeam N.A. Default

38 LongBeam N.A. Default

39 LongBeam N.A. Default

40 LongBeam N.A. Default

41 LongBeam N.A. Default

42 LongBeam N.A. Default

43 LongBeam N.A. Default

44 LongBeam N.A. Default

45 LongBeam N.A. Default

46 LongBeam N.A. Default

47 LongBeam N.A. Default

48 LongBeam N.A. Default

49 LongBeam N.A. Default

50 LongBeam N.A. Default

51 LongBeam N.A. Default

52 LongBeam N.A. Default

53 LongBeam N.A. Default

54 LongBeam N.A. Default

55 LongBeam N.A. Default

56 LongBeam N.A. Default

57 LongBeam N.A. Default

58 LongBeam N.A. Default

59 LongBeam N.A. Default

60 LongBeam N.A. Default

61 LongBeam N.A. Default

62 LongBeam N.A. Default

63 LongBeam N.A. Default

64 LongBeam N.A. Default

65 LongBeam N.A. Default

66 LongBeam N.A. Default

67 LongBeam N.A. Default

83 W12X96 W12X96 Default

84 W12X120 W12X120 Default

85 W12X120 W12X120 Default

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Table 4: Frame Section Assignments

Frame AnalSect DesignSect MatProp

86 W12X120 W12X120 Default

87 W12X120 W12X120 Default

89 GLULAM_BEAM N.A. Default

90 W12X96 W12X96 Default

91 W12X120 W12X120 Default

92 W12X120 W12X120 Default

93 W12X120 W12X120 Default

94 W12X120 W12X120 Default

95 GLULAM_BEAM N.A. Default

96 GLULAM_BEAM N.A. Default

97 GLULAM_BEAM N.A. Default

98 GLULAM_BEAM N.A. Default

99 GLULAM_BEAM N.A. Default

100 GLULAM_BEAM N.A. Default

101 GLULAM_BEAM N.A. Default

102 GLULAM_BEAM N.A. Default

103 GLULAM_BEAM N.A. Default

104 GLULAM_BEAM N.A. Default

105 GLULAM_BEAM N.A. Default

106 GLULAM_BEAM N.A. Default

107 GLULAM_BEAM N.A. Default

108 GLULAM_BEAM N.A. Default

109 GLULAM_BEAM N.A. Default

110 GLULAM_BEAM N.A. Default

111 GLULAM_BEAM N.A. Default

112 GLULAM_BEAM N.A. Default

113 GLULAM_BEAM N.A. Default

114 GLULAM_BEAM N.A. Default

115 GLULAM_BEAM N.A. Default

116 GLULAM_BEAM N.A. Default

117 GLULAM_BEAM N.A. Default

118 GLULAM_BEAM N.A. Default

119 GLULAM_BEAM N.A. Default

120 GLULAM_BEAM N.A. Default

121 GLULAM_BEAM N.A. Default

122 GLULAM_BEAM N.A. Default

123 GLULAM_BEAM N.A. Default

124 GLULAM_BEAM N.A. Default

125 GLULAM_BEAM N.A. Default

126 GLULAM_BEAM N.A. Default

127 GLULAM_BEAM N.A. Default

128 GLULAM_BEAM N.A. Default

129 GLULAM_BEAM N.A. Default

130 GLULAM_BEAM N.A. Default

131 GLULAM_BEAM N.A. Default

132 GLULAM_BEAM N.A. Default

133 GLULAM_BEAM N.A. Default

134 GLULAM_BEAM N.A. Default

135 GLULAM_BEAM N.A. Default

136 GLULAM_BEAM N.A. Default

137 GLULAM_BEAM N.A. Default

138 GLULAM_BEAM N.A. Default

139 GLULAM_BEAM N.A. Default

140 GLULAM_BEAM N.A. Default

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Table 4: Frame Section Assignments

Frame AnalSect DesignSect MatProp

141 GLULAM_BEAM N.A. Default

148 GLULAM_BEAM N.A. Default

149 GLULAM_BEAM N.A. Default

150 GLULAM_BEAM N.A. Default

151 GLULAM_BEAM N.A. Default

152 GLULAM_BEAM N.A. Default

153 GLULAM_BEAM N.A. Default

202 W12X96 W12X96 Default

203 W12X120 W12X120 Default

204 W12X120 W12X120 Default

205 W12X120 W12X120 Default

206 W12X120 W12X120 Default

223 W12X96 W12X96 Default

224 W12X120 W12X120 Default

225 W12X120 W12X120 Default

226 W12X120 W12X120 Default

227 W12X120 W12X120 Default

244 W12X96 W12X96 Default

245 W12X120 W12X120 Default

246 W12X120 W12X120 Default

247 W12X120 W12X120 Default

248 W12X120 W12X120 Default

265 W12X96 W12X96 Default

266 W12X120 W12X120 Default

267 W12X120 W12X120 Default

268 W12X120 W12X120 Default

269 W12X120 W12X120 Default

Table 5: Frame Release Assignments 1 - General, Part 1 of 2

Table 5: Frame Release Assignments 1 - General, Part 1 of 2

Frame PI V2I V3I TI M2I M3I

89 No No No Yes Yes Yes

95 No No No Yes Yes Yes

96 No No No Yes Yes Yes

97 No No No Yes Yes Yes

98 No No No Yes Yes Yes

99 No No No Yes Yes Yes

100 No No No Yes Yes Yes

101 No No No Yes Yes Yes

102 No No No Yes Yes Yes

103 No No No Yes Yes Yes

104 No No No Yes Yes Yes

105 No No No Yes Yes Yes

106 No No No Yes Yes Yes

107 No No No Yes Yes Yes

108 No No No Yes Yes Yes

109 No No No Yes Yes Yes

110 No No No Yes Yes Yes

111 No No No Yes Yes Yes

112 No No No Yes Yes Yes

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Table 5: Frame Release Assignments 1 - General, Part 1 of 2

Frame PI V2I V3I TI M2I M3I

113 No No No Yes Yes Yes

114 No No No Yes Yes Yes

115 No No No Yes Yes Yes

116 No No No Yes Yes Yes

117 No No No Yes Yes Yes

118 No No No Yes Yes Yes

119 No No No Yes Yes Yes

120 No No No Yes Yes Yes

121 No No No Yes Yes Yes

122 No No No Yes Yes Yes

123 No No No Yes Yes Yes

124 No No No Yes Yes Yes

125 No No No Yes Yes Yes

126 No No No Yes Yes Yes

127 No No No Yes Yes Yes

128 No No No Yes Yes Yes

129 No No No Yes Yes Yes

130 No No No Yes Yes Yes

131 No No No Yes Yes Yes

132 No No No Yes Yes Yes

133 No No No Yes Yes Yes

134 No No No Yes Yes Yes

135 No No No Yes Yes Yes

136 No No No Yes Yes Yes

137 No No No Yes Yes Yes

138 No No No Yes Yes Yes

139 No No No Yes Yes Yes

140 No No No Yes Yes Yes

141 No No No Yes Yes Yes

148 No No No Yes Yes Yes

149 No No No Yes Yes Yes

150 No No No Yes Yes Yes

151 No No No Yes Yes Yes

152 No No No Yes Yes Yes

153 No No No Yes Yes Yes

Table 5: Frame Release Assignments 1 - General, Part 2 of 2

Table 5: Frame Release Assignments 1 - General, Part 2 of 2

Frame PJ V2J V3J TJ M2J M3J

89 No No No No Yes Yes

95 No No No No Yes Yes

96 No No No No Yes Yes

97 No No No No Yes Yes

98 No No No No Yes Yes

99 No No No No Yes Yes

100 No No No No Yes Yes

101 No No No No Yes Yes

102 No No No No Yes Yes

103 No No No No Yes Yes

104 No No No No Yes Yes

105 No No No No Yes Yes

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Table 5: Frame Release Assignments 1 - General, Part 2 of 2

Frame PJ V2J V3J TJ M2J M3J

106 No No No No Yes Yes

107 No No No No Yes Yes

108 No No No No Yes Yes

109 No No No No Yes Yes

110 No No No No Yes Yes

111 No No No No Yes Yes

112 No No No No Yes Yes

113 No No No No Yes Yes

114 No No No No Yes Yes

115 No No No No Yes Yes

116 No No No No Yes Yes

117 No No No No Yes Yes

118 No No No No Yes Yes

119 No No No No Yes Yes

120 No No No No Yes Yes

121 No No No No Yes Yes

122 No No No No Yes Yes

123 No No No No Yes Yes

124 No No No No Yes Yes

125 No No No No Yes Yes

126 No No No No Yes Yes

127 No No No No Yes Yes

128 No No No No Yes Yes

129 No No No No Yes Yes

130 No No No No Yes Yes

131 No No No No Yes Yes

132 No No No No Yes Yes

133 No No No No Yes Yes

134 No No No No Yes Yes

135 No No No No Yes Yes

136 No No No No Yes Yes

137 No No No No Yes Yes

138 No No No No Yes Yes

139 No No No No Yes Yes

140 No No No No Yes Yes

141 No No No No Yes Yes

148 No No No No Yes Yes

149 No No No No Yes Yes

150 No No No No Yes Yes

151 No No No No Yes Yes

152 No No No No Yes Yes

153 No No No No Yes Yes

Table 6: Connectivity - Area

Table 6: Connectivity - Area

Area Joint1 Joint2 Joint3 Joint4

2 185 22 50 177

3 177 50 46 169

4 169 46 34 161

5 161 34 26 39

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Table 6: Connectivity - Area

Area Joint1 Joint2 Joint3 Joint4

6 39 26 30 105

7 105 30 18 113

8 22 21 96 50

9 50 49 91 46

10 46 43 86 34

11 34 33 81 26

12 26 25 76 30

13 30 29 233 18

43 21 118 97 96

44 118 184 176 97

46 49 97 92 91

47 97 176 168 92

49 43 92 87 86

50 92 168 160 87

52 33 87 82 81

53 87 160 38 82

55 25 82 77 76

56 82 38 104 77

58 29 77 16 233

59 77 104 112 16

60 184 182 174 176

61 176 174 166 168

62 168 166 158 160

63 160 158 36 38

64 38 36 102 104

65 104 102 110 112

66 182 119 98 174

68 119 120 99 98

69 120 20 48 99

70 20 183 175 48

71 174 98 93 166

72 98 99 94 93

73 99 48 42 94

74 48 175 167 42

75 166 93 88 158

76 93 94 89 88

77 94 42 32 89

78 42 167 159 32

79 158 88 83 36

80 88 89 84 83

81 89 32 24 84

82 32 159 37 24

83 36 83 78 102

84 83 84 79 78

85 84 24 28 79

86 24 37 103 28

87 102 78 13 110

88 78 79 234 13

89 79 28 15 234

90 28 103 111 15

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2. Material properties This section provides material property information for materials used in the model.

Table 8: Material Properties 02 - Basic Mechanical Properties

Table 8: Material Properties 02 - Basic Mechanical Properties

Material UnitWeight UnitMass E1 G12 U12 A1

Lb/ft3 Lb-s2/ft4 Lb/ft2 Lb/ft2 1/F

4000Psi 1.5000E+02 4.6621E+00 519119496.

216299790.0

0.200000 5.5000E-06

A36 4.9000E+02 1.5230E+01 4176000000

1606153846

0.300000 6.5000E-06

A500GrB46 4.9000E+02 1.5230E+01 4176000000

1606153846

0.300000 6.5000E-06

A615Gr60 4.9000E+02 1.5230E+01 4176000000

6.5000E-06

A992Fy50 4.9000E+02 1.5230E+01 4176000000

1606153846

0.300000 6.5000E-06

GLULAM 6.3877E+04 1.9854E+03 259153920.0

97573012.05

0.328000 5.5000E-06

Table 9: Material Properties 03a - Steel Data

Table 9: Material Properties 03a - Steel Data

Material Fy Fu FinalSlope

Lb/ft2 Lb/ft2

A36 5184000.00 8352000.00 -0.100000

A500GrB46 6624000.00 8352000.00 -0.100000

A992Fy50 7200000.00 9360000.00 -0.100000

Table 10: Material Properties 03b - Concrete Data

Table 10: Material Properties 03b - Concrete Data

Material Fc FinalSlope

Lb/ft2

4000Psi 576000.00 -0.100000

Table 11: Material Properties 03e - Rebar Data

Table 11: Material Properties 03e - Rebar Data

Material Fy Fu FinalSlope

Lb/ft2 Lb/ft2

A615Gr60 8640000.00 12960000.00 -0.100000

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3. Section properties This section provides section property information for objects used in the model.

3.1. Frames

Table 12: Frame Section Properties 01 - General, Part 1 of 4

Table 12: Frame Section Properties 01 - General, Part 1 of 4

SectionName Material Shape t3 t2 tf tw t2b tfb

ft ft ft ft ft ft

Columns Auto Select

GLULAM_BEAM GLULAM SD Section

LongBeam A36 Built Up I 1.16667 0.66667 0.08333 0.08333 0.91667 0.08333

W12X106 A992Fy50 I/Wide Flange 1.07500 1.01667 0.08250 0.05083 1.01667 0.08250

W12X120 A992Fy50 I/Wide Flange 1.09167 1.02500 0.09250 0.05917 1.02500 0.09250

W12X136 A992Fy50 I/Wide Flange 1.11667 1.03333 0.10417 0.06583 1.03333 0.10417

W12X14 A992Fy50 I/Wide Flange 0.99167 0.33083 0.01875 0.01667 0.33083 0.01875

W12X152 A992Fy50 I/Wide Flange 1.14167 1.04167 0.11667 0.07250 1.04167 0.11667

W12X16 A992Fy50 I/Wide Flange 1.00000 0.33250 0.02208 0.01833 0.33250 0.02208

W12X170 A992Fy50 I/Wide Flange 1.16667 1.05000 0.13000 0.08000 1.05000 0.13000

W12X19 A992Fy50 I/Wide Flange 1.01667 0.33417 0.02917 0.01958 0.33417 0.02917

W12X190 A992Fy50 I/Wide Flange 1.20000 1.05833 0.14500 0.08833 1.05833 0.14500

W12X210 A992Fy50 I/Wide Flange 1.22500 1.06667 0.15833 0.09833 1.06667 0.15833

W12X22 A992Fy50 I/Wide Flange 1.02500 0.33583 0.03542 0.02167 0.33583 0.03542

W12X230 A992Fy50 I/Wide Flange 1.25833 1.07500 0.17250 0.10750 1.07500 0.17250

W12X252 A992Fy50 I/Wide Flange 1.28333 1.08333 0.18750 0.11667 1.08333 0.18750

W12X26 A992Fy50 I/Wide Flange 1.01667 0.54083 0.03167 0.01917 0.54083 0.03167

W12X279 A992Fy50 I/Wide Flange 1.32500 1.09167 0.20583 0.12750 1.09167 0.20583

W12X30 A992Fy50 I/Wide Flange 1.02500 0.54333 0.03667 0.02167 0.54333 0.03667

W12X305 A992Fy50 I/Wide Flange 1.35833 1.10000 0.22583 0.13583 1.10000 0.22583

W12X336 A36 I/Wide Flange 1.40000 1.11667 0.24667 0.14833 1.11667 0.24667

W12X35 A992Fy50 I/Wide Flange 1.04167 0.54667 0.04333 0.02500 0.54667 0.04333

W12X40 A992Fy50 I/Wide Flange 0.99167 0.66750 0.04292 0.02458 0.66750 0.04292

W12X45 A992Fy50 I/Wide Flange 1.00833 0.67083 0.04792 0.02792 0.67083 0.04792

W12X50 A992Fy50 I/Wide Flange 1.01667 0.67333 0.05333 0.03083 0.67333 0.05333

W12X53 A992Fy50 I/Wide Flange 1.00833 0.83333 0.04792 0.02875 0.83333 0.04792

W12X58 A992Fy50 I/Wide Flange 1.01667 0.83333 0.05333 0.03000 0.83333 0.05333

W12X65 A992Fy50 I/Wide Flange 1.00833 1.00000 0.05042 0.03250 1.00000 0.05042

W12X72 A992Fy50 I/Wide Flange 1.02500 1.00000 0.05583 0.03583 1.00000 0.05583

W12X79 A992Fy50 I/Wide Flange 1.03333 1.00833 0.06125 0.03917 1.00833 0.06125

W12X87 A992Fy50 I/Wide Flange 1.04167 1.00833 0.06750 0.04292 1.00833 0.06750

W12X96 A992Fy50 I/Wide Flange 1.05833 1.01667 0.07500 0.04583 1.01667 0.07500

Table 12: Frame Section Properties 01 - General, Part 2 of 4

Table 12: Frame Section Properties 01 - General, Part 2 of 4

SectionName Area TorsConst I33 I22 AS2 AS3

ft2 ft4 ft4 ft4 ft2 ft2

Columns

GLULAM_BEAM 0.6406 0.032011 0.120117 0.009738 0.5339 0.5339

LongBeam 0.2153 0.000468 0.045142 0.007455 0.0972 0.1100

W12X106 0.2167 0.000440 0.044994 0.014516 0.0546 0.1398

W12X120 0.2451 0.000622 0.051601 0.016638 0.0646 0.1580

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Table 12: Frame Section Properties 01 - General, Part 2 of 4

SectionName Area TorsConst I33 I22 AS2 AS3

ft2 ft4 ft4 ft4 ft2 ft2

W12X136 0.2771 0.000892 0.059799 0.019194 0.0735 0.1794

W12X14 0.0289 3.395E-06 0.004273 0.000114 0.0165 0.0103

W12X152 0.3104 0.001244 0.068962 0.021894 0.0828 0.2025

W12X16 0.0327 4.967E-06 0.004967 0.000136 0.0183 0.0122

W12X170 0.3472 0.001717 0.079572 0.024932 0.0933 0.2275

W12X19 0.0387 8.681E-06 0.006269 0.000181 0.0199 0.0162

W12X190 0.3875 0.002353 0.091146 0.028405 0.1060 0.2558

W12X210 0.4292 0.003120 0.103202 0.032022 0.1205 0.2815

W12X22 0.0450 0.000014 0.007523 0.000225 0.0222 0.0198

W12X230 0.4701 0.004041 0.116705 0.035783 0.1353 0.3091

W12X252 0.5139 0.005208 0.131173 0.039931 0.1497 0.3385

W12X26 0.0531 0.000014 0.009838 0.000834 0.0195 0.0285

W12X279 0.5688 0.006896 0.149981 0.045187 0.1689 0.3745

W12X30 0.0610 0.000022 0.011478 0.000979 0.0222 0.0332

W12X305 0.6222 0.008922 0.171200 0.050637 0.1845 0.4140

W12X336 0.6861 0.011719 0.195795 0.057388 0.2077 0.4591

W12X35 0.0715 0.000036 0.013744 0.001182 0.0260 0.0395

W12X40 0.0812 0.000044 0.014805 0.002127 0.0244 0.0477

W12X45 0.0910 0.000061 0.016782 0.002411 0.0281 0.0536

W12X50 0.1014 0.000082 0.018856 0.002715 0.0313 0.0599

W12X53 0.1083 0.000076 0.020496 0.004620 0.0290 0.0666

W12X58 0.1181 0.000101 0.022907 0.005160 0.0305 0.0741

W12X65 0.1326 0.000105 0.025704 0.008391 0.0328 0.0840

W12X72 0.1465 0.000141 0.028791 0.009404 0.0367 0.0931

W12X79 0.1611 0.000185 0.031925 0.010417 0.0405 0.1029

W12X87 0.1778 0.000246 0.035687 0.011622 0.0447 0.1134

W12X96 0.1958 0.000330 0.040172 0.013021 0.0485 0.1271

Table 12: Frame Section Properties 01 - General, Part 3 of 4

Table 12: Frame Section Properties 01 - General, Part 3 of 4

SectionName S33 S22 Z33 Z22 R33 R22

ft3 ft3 ft3 ft3 ft ft

Columns

GLULAM_BEAM 0.160156 0.045600 0.240234 0.068400 0.43301 0.12329

LongBeam 0.071006 0.016265 0.091001 0.028501 0.45792 0.18609

W12X106 0.083710 0.028556 0.094907 0.043461 0.45570 0.25884

W12X120 0.094536 0.032464 0.107639 0.049421 0.45880 0.26052

W12X136 0.107103 0.037149 0.123843 0.056713 0.46456 0.26319

W12X14 0.008617 0.000688 0.010069 0.001100 0.38458 0.06277

W12X152 0.120810 0.042037 0.140625 0.064236 0.47134 0.26558

W12X16 0.009934 0.000818 0.011632 0.001308 0.38970 0.06448

W12X170 0.136409 0.047490 0.159144 0.072917 0.47871 0.26797

W12X19 0.012333 0.001085 0.014294 0.001725 0.40259 0.06847

W12X190 0.151910 0.053678 0.179977 0.082755 0.48499 0.27074

W12X210 0.168493 0.060041 0.201389 0.092014 0.49038 0.27315

W12X22 0.014679 0.001338 0.016956 0.002118 0.40888 0.07067

W12X230 0.185492 0.066573 0.223380 0.102431 0.49823 0.27588

W12X252 0.204425 0.073718 0.247685 0.113426 0.50523 0.27875

W12X26 0.019353 0.003085 0.021528 0.004728 0.43033 0.12532

W12X279 0.226386 0.082786 0.278356 0.127315 0.51352 0.28187

W12X30 0.022395 0.003604 0.024942 0.005532 0.43362 0.12664

W12X305 0.252073 0.092066 0.310764 0.141204 0.52454 0.28527

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Table 12: Frame Section Properties 01 - General, Part 3 of 4

SectionName S33 S22 Z33 Z22 R33 R22

ft3 ft3 ft3 ft3 ft ft

W12X336 0.279707 0.102785 0.348958 0.158565 0.53420 0.28921

W12X35 0.026389 0.004323 0.029630 0.006655 0.43835 0.12852

W12X40 0.029859 0.006372 0.032986 0.009722 0.42687 0.16179

W12X45 0.033287 0.007189 0.037153 0.010995 0.42951 0.16281

W12X50 0.037094 0.008065 0.041609 0.012326 0.43125 0.16364

W12X53 0.040653 0.011088 0.045081 0.016840 0.43496 0.20651

W12X58 0.045063 0.012384 0.050000 0.018808 0.44050 0.20907

W12X65 0.050983 0.016782 0.056019 0.025521 0.44022 0.25152

W12X72 0.056177 0.018808 0.062500 0.028472 0.44327 0.25333

W12X79 0.061791 0.020661 0.068866 0.031424 0.44515 0.25427

W12X87 0.068519 0.023052 0.076389 0.034954 0.44804 0.25569

W12X96 0.075915 0.025615 0.085069 0.039063 0.45291 0.25786

Table 12: Frame Section Properties 01 - General, Part 4 of 4

Table 12: Frame Section Properties 01 - General, Part 4 of 4

SectionName AMod A2Mod A3Mod JMod I2Mod I3Mod MMod WMod

Columns

GLULAM_BEAM 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

LongBeam 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X106 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X120 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X136 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X14 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X152 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X16 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X170 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X19 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X190 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X210 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X22 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X230 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X252 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X26 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X279 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X30 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X305 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X336 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X35 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X40 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X45 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X50 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X53 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X58 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X65 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X72 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X79 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X87 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

W12X96 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

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3.2. Areas

Table 13: Area Section Properties, Part 1 of 2

Table 13: Area Section Properties, Part 1 of 2

Section Material AreaType Type DrillDOF Thickness BendThick F11Mod F22Mod F12Mod M11Mod M22Mod

ft ft

ROOF 4000Psi Shell Shell-Thin Yes 0.41667 0.41667 1.000000 1.000000 1.000000 1.000000 1.000000

Table 13: Area Section Properties, Part 2 of 2

Table 13: Area Section Properties, Part 2 of 2

Section M12Mod V13Mod V23Mod MMod WMod

ROOF 1.000000 1.000000 1.000000 1.000000 1.000000

4. Load patterns This section provides loading information as applied to the model.

4.1. Definitions

Table 15: Load Pattern Definitions

Table 15: Load Pattern Definitions

LoadPat DesignType SelfWtMult AutoLoad

PowerSpectralDensity_PSD

OTHER 0.000000

5. Load cases This section provides load case information.

5.1. Definitions

Table 16: Load Case Definitions

Table 16: Load Case Definitions

Case Type InitialCond ModalCase BaseCase DesActOpt DesignAct

MODAL LinModal Zero Prog Det Other

LIVE1 LinStatic Zero Prog Det Short-Term Composite

WIND1 LinStatic Zero Prog Det Short-Term Composite

PSD LinPower Zero MODAL Prog Det Other

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5.2. Static case load assignments

Table 17: Case - Static 1 - Load Assignments

Table 17: Case - Static 1 - Load Assignments

Case LoadType LoadName LoadSF

LIVE1 Load pattern LIVE 1.000000

WIND1 Load pattern WIND 1.000000

5.3. Response spectrum case load assignments

Table 18: Function - Response Spectrum - User

Table 18: Function - Response Spectrum - User

Name Period Accel FuncDamp

Sec

UNIFRS 0.000000 1.000000 0.050000

UNIFRS 1.000000 1.000000

6. Load combinations This section provides load combination information.

Table 19: Combination Definitions

Table 19: Combination Definitions

ComboName ComboType CaseName ScaleFactor

UDSTL1 Linear Add

UDSTL2 Linear Add

UDSTL3 Linear Add

UDSTL4 Linear Add

UDSTL5 Linear Add

UDSTL6 Linear Add

UDSTL7 Linear Add

UDSTL8 Linear Add

UDSTL9 Linear Add

UDSTL10 Linear Add LIVE1 1.600000

UDSTL11 Linear Add LIVE1 1.000000

UDSTL11 WIND1 1.600000

UDSTL12 Linear Add LIVE1 1.000000

UDSTL12 WIND1 -1.600000

UDSTL13 Linear Add WIND1 1.600000

UDSTL14 Linear Add WIND1 -1.600000

UDSTL15 Linear Add

UDSTL16 Linear Add LIVE1 1.000000

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Appendix

References:

I. ASCE-SEI 7-05 ASCE Minimum Design Loads For Building & Structures was consulted for the review of Load

Combinations, Live Loads, Wind Loads, Snow Loads, Rain Loads, Ice Loads, Ice Loads, Seismic Design Criteria,

Seismic Response Time History, Seismic Ground Motion and Long-Period Transition Maps

II. All drawing were created and implemented with AutoCAD Civil 3D, Autodesk REVIT, Autodesk Inventor, all

Autodesk products were version 2011 and SAP2000 v 15.1.01

III. Visual Analysis was initialy used but abandoned due to issues of compatibility with computer hardware that

were unresoled at this time.

IV. Photographs and Drawings of the Structure: Seattle Public Library NE Branch

Shot from 35th Avenue NE & 68th Streets; 6801 35th Avenue NE, Seattle, WA 98115

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3D Detail Drawing of Built-Up Beam Collar Connection to Support Column and showing connection for Glulam to Roof Beam/Joist to Lighweight Concret Roof.

3D Detail Drawing of Built-Up Beam of Half Span Transitioning into Standard Wide Flage Beam for the central support of the structure.

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Corner Detail of the Structure and Transition from the new addition to the original structure.

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Long Span View of internal structure.

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Another Span Detail Photograph showing the Glulam to Roof Support Connection.

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V. Various Analysis Screen Shots

VI. Deformed Shape of the Structue Mode 1 Analysis

VII. Stress maping of the Roof of the Structure.

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VIII. Shear Moment Diagram under LRFD Load Combinations.

IX. Wind Load Applying Windward Positive and Leeward Negative Pressures to the Roof Structure.

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Visible Labels of easy identification for report referencing.

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PSD Plot with an Impule Load of 20000lb at each joint along the logitudnial axis of the building.

Moment Diagram for the PSD Plot with an Impule Load of 20000lb at each joint along the logitudnial axis of the building.

Library NE Seattle Branch.sdb SAP2000 v15.1.0 6. Load combinations 27 May 2012

Victor Gumbs Norwich University Page 29 of 35

Deformed Shape showing the deflection after 20000lb impulse appleid for one second to the joints alond the loginitudnal axis of the building.

Windload diagram illustrating applied positive pressure of 15lbs/sq in on the windward side of the roof panels, and a negative -6 lbs/sq in applied on the leeward roof panels of the building, per ASCE 7-05.

Library NE Seattle Branch.sdb SAP2000 v15.1.0 6. Load combinations 27 May 2012

Victor Gumbs Norwich University Page 30 of 35

Run of the full spectrum of load cases: Live, Dead, Wind, PSD (1 second impulse 20000 lbs force applied to lateral joints), Modal 1 to 4.

Library NE Seattle Branch.sdb SAP2000 v15.1.0 27 May 2012

Victor Gumbs Norwich University Page 31 of 35

X. Instrumentation:

Hilti PD 30/PD 32 laser range meters: Key Specifications Hilti Corporation www.hilti.com FL-9494 Schaan Principality of Liechtenstein

Technical data

Accuracy: ±1.5 mm (1/16 in)

Range: 5 cm to 70 m (2 in to 200 ft) w/o target plate, with target plate PDA 50 up to 200 m (600 ft)

Reference points: Front, rear, spike

Units: Meter, millimeter, inch decimal, feet/inch/fraction 1/8,

feet/inch/fraction 1/16, feet decimal, yard

Data memory: Last 5 measurements and calculation results with graphics

Laser: 635 nm, class 2 (IEC 825-1), class II (FDA 21 CFR)

IP protection: IP 54

Power supply: Standard: 2 AA alkaline batteries; Optional: 2 NiMH rechargeable batteries, charge from mains 100–240 V or car 12–24 V