Structural Calculations Report_654-212.pdf
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About this file
This document contains structural calculations related to the design of a new Central Utilities Plant (CUP) facility for the Department of Veterans Affairs (VA) in Reno, Nevada. It includes details on the analysis models, column and beam designs, as well as assessments of the Concrete Masonry Unit (CMU) walls.
The key objectives of the overall federal contract opportunity are to design and construct a new CUP building to replace the existing seismically deficient Boiler Plant, Building 8. The scope includes site improvements, demolition, utility relocation, CUP construction, testing, and conversion of the existing Boiler Plant site into a parking lot. The contractor will be responsible for all required design services and construction activities, which must comply with VA technical design requirements. A preliminary conceptual design is provided for reference, but the selected Design-Build contractor is not obligated to incorporate that information into their final design.
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Degenkolb Engineers 375 Beale Street
Suite 500 San Francisco, CA 94105
415.392.6952
RENO CUP Bridging - Boiler Plant Building 16 Veterans Health Administration 975 Kirman Ave Reno NV
Structural Calculations Schematic Design 1/17/2023
Degenkolb Job Number: B9535013.00
Contents
Contents 2
1 RAM Analysis Model - Typical Framing and Column Design 3
1.1 Analysis Model Overview
1.2 Analysis Model 1 - Used for Mezzanine Beam Design
1.2.A Model 1 - General Criteria 1.2.B Model 1 - Model Input Data 1.2.C Model 1 - Mezzanine Level Load Map - Area Loads 1.2.D Model 1 - Mezzanine Level Load Map - Line Loads 1.2.E Model 1 - Map of Mezzanine Beam Designs 1.2.F Model 1 - Beam Design Criteria 1.2.G Model 1 - Beam Design Summary
1.3 Analysis Model 2 - Used for Column Design
1.3.A Model 2 - General Criteria 1.3.B Model 2 - Model Input Data 1.3.C Model 2 - Mezzanine Level Load Map - Area Loads 1.3.D Model 2 - Mezzanine Level Load Map - Line Loads 1.3.E Model 2 - Roof Level Load Map - Area Loads 1.3.F Model 2 - Column Design Criteria 1.3.G Model 2 - Column Design Summary
1.4 Analysis Model 3 - Used for Roof Beam Design
1.4.A Model 3 - General Criteria 1.4.B Model 3 - Model Input Data 1.4.C Model 3 - Roof Level Load Map - Area Loads 1.4.D Model 3 - Map of Roof Beam Designs 1.4.E Model 3 - Beam Design Criteria 1.4.F Model 3 - Beam Design Summary
2 CMU Wall Design 84
2.1 Input Seismicity for Lateral Design
2.2 Seismic Mass Takeoff
2.3 Seismic Story Force Calculation
2.4 Blast Global Shear Demands
2.5 CMU Wall Out of Plane Checks - Single Height Wall
2.6 CMU Wall Out of Plane Checks - Double Height Wall
3 Additional Calculations 102
3.1 Foundation Design
RENO CUP Bridging - Boiler Plant Structural Calculations
Section 1. RAM Analysis Model - Typical Framing and Column Design
1 RAM Analysis Model - Typical Framing and Column Design 3
1.1 Analysis Model Overview
1.2 Analysis Model 1 - Used for Mezzanine Beam Design
1.2.A Model 1 - General Criteria 1.2.B Model 1 - Model Input Data 1.2.C Model 1 - Mezzanine Level Load Map - Area Loads 1.2.D Model 1 - Mezzanine Level Load Map - Line Loads 1.2.E Model 1 - Map of Mezzanine Beam Designs 1.2.F Model 1 - Beam Design Criteria 1.2.G Model 1 - Beam Design Summary
1.3 Analysis Model 2 - Used for Column Design
1.3.A Model 2 - General Criteria 1.3.B Model 2 - Model Input Data 1.3.C Model 2 - Mezzanine Level Load Map - Area Loads 1.3.D Model 2 - Mezzanine Level Load Map - Line Loads 1.3.E Model 2 - Roof Level Load Map - Area Loads 1.3.F Model 2 - Column Design Criteria 1.3.G Model 2 - Column Design Summary
1.4 Analysis Model 3 - Used for Roof Beam Design
1.4.A Model 3 - General Criteria 1.4.B Model 3 - Model Input Data 1.4.C Model 3 - Roof Level Load Map - Area Loads 1.4.D Model 3 - Map of Roof Beam Designs 1.4.E Model 3 - Beam Design Criteria 1.4.F Model 3 - Beam Design Summary
Section 1.1. Analysis Model Overview
RAM Model Overview
The beams and columns comprising the gravity framing of the CUP were designed utilizing a series of RAM Structural System Models. Three models were utilized as described below.
An isometric of the RAM Structural System model is shown below.
The three models utilized during the analysis were identical in terms of structure geometry, material properties, and section properties. The models differed in loading and acceptance criteria. The three models were as follows:
Model 1) A "base" model containing gravity loadings, with no "blast" loading
Model 2) A model containing blast loads prescribed by the blast consultant applied as a uniform area loading on the entire roof of the structure. This model was utilized to design columns for the downward loading on the roof due to blast.
Model 3) A model containing only the gravity loadings, but the maximum demand-capacity ratio (DCR) allowed for beams set to be 0.5. This model was utilized to design beams at the roof level.
Beams at the roof will carry additional blast loading. This blast loading will be assessed by the blast consultant separately, at a later time.
Model inputs and outputs for each of the three models follow. Elements designed using each variant of the model are annotated.
Subject: Analysis Model Overview Date: 01/04/2023 Job: VA Reno Plant Bridging Document By: PHF Section: 1.1 Job Number: B9535013.00 Checked By: RMG Section Page 2
Section 1.2. Analysis Model 1 - Used for Mezzanine Beam Design
Section 1.2.A. Model 1 - General Criteria
General Criteria
RAM Structural System 17.04.02.12
DataBase: 221205-CUP_Gravity_Framing 12/05/22 15:18:38
Building Code: IBC
BUILDING CODE FOR LIVE LOAD REDUCTION: IBC
Live Load Reduction Method: General
ROOF LOADS:
Consider Roof Live Loads, Ignore Snow Loads
Roof Live Loads are Reducible
DETERMINING NUMBER OF STORIES FOR LIVE LOAD REDUCTION:
Include Roof Levels: No
Include Unreducible Levels: Yes
Include Storage Levels: Yes
SELF-WEIGHT:
Automatically calculate and include Self-Weight for Member Dead Loads:
Beams: Yes
Columns: Yes
Walls: Yes
Apply to top of wall
Slabs / Decks: Yes
Automatically calculate and include Self-Weight for Story Masses:
Beams: Yes
Columns: Yes
Include half mass of columns above and below
Walls: Yes
Include half mass of walls above and below
Slabs / Decks: Yes
Subject: Model 1 - General Criteria Date: 01/04/2023 Job: VA Reno Plant Bridging Document By: PHF Section: 1.2.A
Section 1.2.B. Model 1 - Model Input Data
Echo of Input Data
DataBase: 221205-CUP_Gravity_Framing 12/05/22 15:18:38
Building Code: IBC
Layout Types:
Mezzanine
Roof
Tables Selected:
Deck Table: ramdecks
Master Steel Table: ramaisc
Default Steel Table: ramaisc
Alternate Steel Table: ramaisc
Column Steel Table: ramaisc
Reinforcement Table: RAMASTM
Pan Form Table: RamCECO
Story Data:
Level Story Label Layout Type Height (ft)
2 Roof Roof 18.000
1 Mezz Mezzanine 15.000
Composite Deck Properties:
ID Label Deck Type
1 W3+3 VERCO W3 Formlok
ID Thick Unit Wt f'c Stud Diam Shored in pcf ksi in in
1 3.00 115.00 3.00 4.50 0.75 No
ID Hr Rib Space Wr AcRib YBar Self-Weight in in in in in psf
1 3.00 12.00 6.000 18.000 1.625 3.00
Composite Deck Diaphragm Properties:
ID Effect Thick Poisson's Elastic Mod in ksi
1 0.0000 0.00 0.00
ID f11 f22 f12 m11 m22 m12
1 --- --- --- --- --- ---
Load Properties:
Surface:
ID DL Constr DL LL Reduct. Partition Constr LL Mass DL psf psf psf Type psf psf psf
Typ Mechanical 10.0 10.0 150.0 Unred. 0.0 20.0 0.0
Roof 10.0 10.0 50.0 Unred. 0.0 20.0 0.0
Line:
Subject: Model 1 - Model Input Data Date: 01/04/2023 Job: VA Reno Plant Bridging Document By: PHF Section: 1.2.B
DataBase: 221205-CUP_Gravity_Framing 12/05/22 15:18:38
Building Code: IBC
ID DL Constr DL LL Reduct. Partition Constr LL Mass DL k/ft k/ft k/ft Type k/ft k/ft k/ft
L1 0.069 0.069 1.031 Unred. 0.000 0.138 0.000
Grid Systems:
System Label Type X Offset Y Offset Rotation ft ft
Grid1 Orthogonal 0.000 0.000 0.00
Grids:
System: Grid1
X Grids Label X Min Y Max Y ft ft ft
1 0.0000 ---- ----
2 14.5000 ---- ----
2.8 36.8333 ---- ----
3 40.8333 ---- ----
3.9 56.3333 ---- ----
4 59.5000 ---- ----
5 75.0000 ---- ----
Y Grids Label Y Min X Max X ft ft ft
E 0.0000 ---- ----
D 29.5000 ---- ----
C.2 47.0000 ---- ----
C 51.0000 ---- ----
B.2 72.7500 ---- ----
B 77.7500 ---- ----
A.8 83.0000 ---- ----
A.7 85.2500 ---- ----
A.2 99.0000 ---- ----
A 104.0000 ---- ----
DATA FOR FLOOR TYPE: Mezzanine
Grid Systems:
Grid1
Columns:
ID X Y Shape Orient. Param* LLRed Frame Eccent* ft ft Angle ksi % Type Maj Min
28 14.500 77.750 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
30 59.500 77.750 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
31 75.000 83.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
32 75.000 72.750 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
Page 2/11
Subject: Model 1 - Model Input Data Date: 01/04/2023 Job: VA Reno Plant Bridging Document By: PHF Section: 1.2.B Job Number: B9535013.00 Checked By: RMG Section Page 3
DataBase: 221205-CUP_Gravity_Framing 12/05/22 15:18:38
Building Code: IBC
ID X Y Shape Orient. Param* LLRed Frame Eccent*
34 14.500 51.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
36 56.333 47.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
37 75.000 47.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
38 0.000 29.500 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
39 14.500 29.500 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
40 0.000 0.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
41 14.500 0.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
47 40.833 77.750 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
48 40.833 51.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
55 0.666 77.750 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
56 0.666 51.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
57 0.667 103.333 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
58 14.500 103.334 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
59 40.833 103.334 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
60 59.500 103.334 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
64 75.000 0.660 HS 0.00 46.0 Calc Grv. + 2.50 + 2.50
65 56.333 0.660 HS 0.00 46.0 Calc Grv. + 2.50 + 2.50
66 40.833 0.660 HS 0.00 46.0 Calc Grv. + 2.50 + 2.50
* Parameter: Steel - Fy
Concrete - f'c
Other - E
* Eccentricity: Values with + indicate eccentricity plus 1/2 column dimension;
values without + indicate absolute eccentricity (in)
Beams:
ID Xi Yi Xj Yj Param* LLRed Type Frame User ft ft ft ft ksi % Type Size
34 59.500 83.000 75.000 83.000 50.0 Calc NonC Gravity None
35 75.000 72.750 75.000 83.000 50.0 Calc Comp Gravity None
38 0.000 29.500 14.500 29.500 50.0 Calc NonC Gravity None
39 14.500 29.500 14.500 51.000 50.0 Calc Comp Gravity None
42 14.500 51.000 14.500 77.750 50.0 Calc Comp Gravity None
44 56.333 47.000 75.000 47.000 50.0 Calc NonC Gravity None
45 75.000 47.000 75.000 72.750 50.0 Calc Comp Gravity None
54 7.250 51.000 7.250 77.750 50.0 Calc Comp Gravity None
55 7.250 29.500 7.250 51.000 50.0 Calc Comp Gravity None
56 7.250 77.750 7.250 85.250 50.0 Calc Comp Gravity None
57 7.250 85.250 7.250 99.000 50.0 Calc Comp Gravity None
73 59.500 47.000 59.500 77.750 50.0 Calc NonC Gravity None
80 59.500 72.750 75.000 72.750 50.0 Calc NonC Gravity None
81 67.250 72.750 67.250 83.000 50.0 Calc Comp Gravity None
82 67.250 47.000 67.250 72.750 50.0 Calc Comp Gravity None
83 56.333 47.000 56.333 51.000 50.0 Calc NonC Gravity None
87 40.833 77.750 59.500 77.750 50.0 Calc NonC Gravity None
Page 3/11
Subject: Model 1 - Model Input Data Date: 01/04/2023 Job: VA Reno Plant Bridging Document By: PHF Section: 1.2.B Job Number: B9535013.00 Checked By: RMG Section Page 4
DataBase: 221205-CUP_Gravity_Framing 12/05/22 15:18:38
Building Code: IBC
ID Xi Yi Xj Yj Param* LLRed Type Frame User
88 40.833 51.000 59.500 51.000 50.0 Calc NonC Gravity None
90 14.500 77.750 40.833 77.750 50.0 Calc NonC Gravity None
91 14.500 51.000 40.833 51.000 50.0 Calc NonC Gravity None
92 40.833 51.000 40.833 77.750 50.0 Calc Comp Gravity None
94 14.500 99.000 40.833 99.000 50.0 Calc NonC Gravity None
95 40.833 99.000 59.500 99.000 50.0 Calc NonC Gravity None
96 14.500 85.250 40.833 85.250 50.0 Calc NonC Gravity None
97 40.833 85.250 59.500 85.250 50.0 Calc NonC Gravity None
98 50.167 77.750 50.167 85.250 50.0 Calc Comp Gravity None
99 50.167 85.250 50.167 99.000 50.0 Calc Comp Gravity None
101 50.167 51.000 50.167 77.750 50.0 Calc Comp Gravity None
102 23.278 77.750 23.278 85.250 50.0 Calc Comp Gravity None
103 32.056 77.750 32.056 85.250 50.0 Calc Comp Gravity None
104 23.278 85.250 23.278 99.000 50.0 Calc Comp Gravity None
105 32.056 85.250 32.056 99.000 50.0 Calc Comp Gravity None
108 23.278 51.000 23.278 77.750 50.0 Calc Comp Gravity None
109 32.056 51.000 32.056 77.750 50.0 Calc Comp Gravity None
110 0.666 51.000 14.500 51.000 50.0 Calc NonC Gravity None
111 0.666 77.750 14.500 77.750 50.0 Calc NonC Gravity None
112 0.666 51.000 0.666 77.750 50.0 Calc Comp Gravity None
113 0.000 29.500 0.666 51.000 50.0 Calc Comp Gravity None
116 14.500 103.334 40.833 103.334 50.0 Calc NonC Gravity None
117 40.833 103.334 59.500 103.334 50.0 Calc NonC Gravity None
118 0.667 103.333 14.500 103.334 50.0 Calc NonC Gravity None
119 0.666 77.750 0.667 103.333 50.0 Calc NonC Gravity None
120 14.500 77.750 14.500 103.334 50.0 Calc NonC Gravity None
121 40.833 77.750 40.833 103.334 50.0 Calc NonC Gravity None
122 59.500 77.750 59.500 103.334 50.0 Calc NonC Gravity None
123 0.667 99.000 14.500 99.000 50.0 Calc NonC Gravity None
124 7.583 99.000 7.583 103.334 50.0 Calc Comp Gravity None
125 50.167 99.000 50.167 103.334 50.0 Calc Comp Gravity None
126 23.278 99.000 23.278 103.334 50.0 Calc Comp Gravity None
127 32.056 99.000 32.056 103.334 50.0 Calc Comp Gravity None
128 0.666 85.250 14.500 85.250 50.0 Calc NonC Gravity None
* Parameter: Steel - Fy
Concrete - f'c
Other - E
Steel Beam Properties:
ID Max Min Min Steel Defl
Depth Depth Width Table Criteria in in in
34 None 0.00 0.00 Def.
35 None 0.00 0.00 Def.
Page 4/11
Subject: Model 1 - Model Input Data Date: 01/04/2023 Job: VA Reno Plant Bridging Document By: PHF Section: 1.2.B Job Number: B9535013.00 Checked By: RMG Section Page 5
DataBase: 221205-CUP_Gravity_Framing 12/05/22 15:18:38
Building Code: IBC
ID Max Min Min Steel Defl
38 None 0.00 0.00 Def.
39 None 0.00 0.00 Def.
42 None 0.00 0.00 Def.
44 None 0.00 0.00 Def.
45 None 0.00 0.00 Def.
54 None 0.00 0.00 Def.
55 None 0.00 0.00 Def.
56 None 0.00 0.00 Def.
57 None 0.00 0.00 Def.
73 None 0.00 0.00 Def.
80 None 0.00 0.00 Def.
81 None 0.00 0.00 Def.
82 None 0.00 0.00 Def.
83 None 0.00 0.00 Def.
87 None 0.00 0.00 Def.
88 None 0.00 0.00 Def.
90 None 0.00 0.00 Def.
91 None 0.00 0.00 Def.
92 None 0.00 0.00 Def.
94 None 0.00 0.00 Def.
95 None 0.00 0.00 Def.
96 None 0.00 0.00 Def.
97 None 0.00 0.00 Def.
98 None 0.00 0.00 Def.
99 None 0.00 0.00 Def.
101 None 0.00 0.00 Def.
102 None 0.00 0.00 Def.
103 None 0.00 0.00 Def.
104 None 0.00 0.00 Def.
105 None 0.00 0.00 Def.
108 None 0.00 0.00 Def.
109 None 0.00 0.00 Def.
110 None 0.00 0.00 Def.
111 None 0.00 0.00 Def.
112 None 0.00 0.00 Def.
113 None 0.00 0.00 Def.
116 None 0.00 0.00 Def.
117 None 0.00 0.00 Def.
118 None 0.00 0.00 Def.
119 None 0.00 0.00 Def.
120 None 0.00 0.00 Def.
121 None 0.00 0.00 Def.
122 None 0.00 0.00 Def.
123 None 0.00 0.00 Def.
124 None 0.00 0.00 Def.
Page 5/11
Subject: Model 1 - Model Input Data Date: 01/04/2023 Job: VA Reno Plant Bridging Document By: PHF Section: 1.2.B Job Number: B9535013.00 Checked By: RMG Section Page 6
DataBase: 221205-CUP_Gravity_Framing 12/05/22 15:18:38
Building Code: IBC
ID Max Min Min Steel Defl
125 None 0.00 0.00 Def.
126 None 0.00 0.00 Def.
127 None 0.00 0.00 Def.
128 None 0.00 0.00 Def.
Slab Edges:
Xi Yi Xj Yj Edge Dist ft ft ft ft in
Diaphragm 1:
0.667 103.333 14.500 103.334 12.0
14.500 103.334 40.833 103.334 12.0
40.833 103.334 59.500 103.334 12.0
59.500 83.000 59.500 103.334 12.0
59.500 83.000 75.000 83.000 12.0
75.000 72.750 75.000 83.000 12.0
75.000 47.000 75.000 72.750 12.0
56.333 47.000 75.000 47.000 12.0
56.333 47.000 56.333 51.000 12.0
40.833 51.000 56.333 51.000 12.0
14.500 51.000 40.833 51.000 12.0
14.500 29.500 14.500 51.000 12.0
0.000 29.500 14.500 29.500 12.0
0.000 29.500 0.666 51.000 12.0
0.666 51.000 0.666 77.750 12.0
0.666 77.750 0.667 103.333 12.0
Deck Polygons:
Deck Prop Slab Action Angle X-Coord Y-Coord
Type ID ft ft
Composite 1 One-Way 0.00 -6.00 110.00
81.00 110.00
81.00 -5.00
-6.00 -5.00
-6.00 110.00
Load Polygons:
Load Properties ID X-Coord Y-Coord ft ft
Typ Mechanical -1.00 105.00
0.00 99.00
51.94 99.00
51.94 85.25
0.00 85.25
-1.00 28.50
15.50 28.50
15.50 50.00
55.33 50.00
Page 6/11
Subject: Model 1 - Model Input Data Date: 01/04/2023 Job: VA Reno Plant Bridging Document By: PHF Section: 1.2.B Job Number: B9535013.00 Checked By: RMG Section Page 7
DataBase: 221205-CUP_Gravity_Framing 12/05/22 15:18:38
Building Code: IBC
Load Properties ID X-Coord Y-Coord
55.33 46.00
76.00 46.00
76.00 84.00
60.50 84.00
60.50 105.00
-1.00 105.00
Typ Mechanical 0.00 99.00
7.25 99.00
7.25 85.25
0.00 85.25
0.00 99.00
User Input Line Loads:
Load Properties ID Xi Yi Xj Yj ft ft ft ft
L1 7.25 99.00 51.94 99.00
L1 7.25 85.25 51.94 85.25
DATA FOR FLOOR TYPE: Roof
Grid Systems:
Grid1
Columns:
ID X Y Shape Orient. Param* LLRed Frame Eccent* ft ft Angle ksi % Type Maj Min
26 14.500 77.750 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
28 14.500 51.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
29 0.000 29.500 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
30 14.500 29.500 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
31 0.000 0.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
32 14.500 0.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
37 59.500 77.750 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
38 75.000 72.750 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
39 75.000 47.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
40 56.333 47.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
46 40.833 77.750 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
47 40.833 51.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
50 40.833 103.334 HS 0.00 46.0 Calc Grv. + 2.50 + 2.50
51 14.500 103.334 HS 0.00 46.0 Calc Grv. + 2.50 + 2.50
52 59.500 103.334 HS 0.00 46.0 Calc Grv. + 2.50 + 2.50
53 0.667 103.333 HS 0.00 46.0 Calc Grv. + 2.50 + 2.50
54 0.660 51.000 HS 0.00 46.0 Calc Grv. + 2.50 + 2.50
55 0.660 77.750 HS 0.00 46.0 Calc Grv. + 2.50 + 2.50
56 40.833 0.660 HS 0.00 46.0 Calc Grv. + 2.50 + 2.50
57 56.333 0.660 HS 0.00 46.0 Calc Grv. + 2.50 + 2.50
58 75.000 0.660 HS 0.00 46.0 Calc Grv. + 2.50 + 2.50
Page 7/11
Subject: Model 1 - Model Input Data Date: 01/04/2023 Job: VA Reno Plant Bridging Document By: PHF Section: 1.2.B Job Number: B9535013.00 Checked By: RMG Section Page 8
DataBase: 221205-CUP_Gravity_Framing 12/05/22 15:18:38
Building Code: IBC
* Parameter: Steel - Fy
Concrete - f'c
Other - E
* Eccentricity: Values with + indicate eccentricity plus 1/2 column dimension;
values without + indicate absolute eccentricity (in)
Beams:
ID Xi Yi Xj Yj Param* LLRed Type Frame User ft ft ft ft ksi % Type Size
76 0.000 0.000 0.000 29.500 50.0 Calc Comp Gravity None
78 14.500 29.500 14.500 51.000 50.0 Calc Comp Gravity None
81 0.000 29.500 14.500 29.500 50.0 Calc NonC Gravity None
82 14.500 0.000 14.500 29.500 50.0 Calc Comp Gravity None
83 0.000 0.000 14.500 0.000 50.0 Calc NonC Gravity None
87 56.333 47.000 75.000 47.000 50.0 Calc NonC Gravity None
92 14.500 51.000 14.500 83.250 50.0 Calc NonC Gravity None
94 7.250 0.000 7.250 29.500 50.0 Calc Comp Gravity None
116 14.500 77.750 40.833 77.750 50.0 Calc NonC Gravity None
117 14.500 51.000 40.833 51.000 50.0 Calc NonC Gravity None
121 40.833 77.750 59.500 77.750 50.0 Calc NonC Gravity None
125 40.833 51.000 40.833 79.750 50.0 Calc NonC Gravity None
129 23.278 51.000 23.278 77.750 50.0 Calc Comp Gravity None
130 32.056 51.000 32.056 77.750 50.0 Calc Comp Gravity None
134 75.000 47.000 75.000 72.750 50.0 Calc Comp Gravity None
141 0.667 103.333 14.500 103.334 50.0 Calc NonC Gravity None
142 14.500 103.334 40.833 103.334 50.0 Calc NonC Gravity None
143 40.833 103.334 59.500 103.334 50.0 Calc NonC Gravity None
144 59.500 77.750 59.500 103.334 50.0 Calc NonC Gravity None
145 40.833 79.750 40.833 103.334 50.0 Calc NonC Gravity None
146 14.500 83.250 14.500 103.334 50.0 Calc NonC Gravity None
147 0.660 77.750 0.667 103.333 50.0 Calc NonC Gravity None
148 0.660 51.000 0.660 77.750 50.0 Calc Comp Gravity None
149 0.000 29.500 0.660 51.000 50.0 Calc Comp Gravity None
150 0.660 77.750 14.500 77.750 50.0 Calc NonC Gravity None
152 0.661 82.250 14.500 82.250 50.0 Calc NonC Gravity None
153 7.580 77.750 7.580 82.250 50.0 Calc Comp Gravity None
155 0.660 51.000 14.500 51.000 50.0 Calc NonC Gravity None
156 7.580 51.000 7.580 77.750 50.0 Calc Comp Gravity None
157 7.580 29.500 7.580 51.000 50.0 Calc Comp Gravity None
158 40.833 0.660 56.333 0.660 50.0 Calc NonC Gravity None
159 56.333 0.660 75.000 0.660 50.0 Calc NonC Gravity None
160 14.500 0.000 40.833 0.660 50.0 Calc NonC Gravity None
161 56.333 0.660 56.333 47.000 50.0 Calc Comp Gravity None
162 40.833 0.660 40.833 51.000 50.0 Calc Comp Gravity None
163 75.000 0.660 75.000 47.000 50.0 Calc Comp Gravity None
164 48.583 0.660 48.583 51.000 50.0 Calc Comp Gravity None
Page 8/11
Subject: Model 1 - Model Input Data Date: 01/04/2023 Job: VA Reno Plant Bridging Document By: PHF Section: 1.2.B Job Number: B9535013.00 Checked By: RMG Section Page 9
DataBase: 221205-CUP_Gravity_Framing 12/05/22 15:18:38
Building Code: IBC
ID Xi Yi Xj Yj Param* LLRed Type Frame User
165 65.667 0.660 65.667 47.000 50.0 Calc Comp Gravity None
166 23.278 0.220 23.278 51.000 50.0 Calc Comp Gravity None
167 32.056 0.440 32.056 51.000 50.0 Calc Comp Gravity None
168 59.500 47.000 59.500 77.750 50.0 Calc NonC Gravity None
169 59.500 72.750 75.000 72.750 50.0 Calc NonC Gravity None
170 65.667 47.000 65.667 72.750 50.0 Calc Comp Gravity None
171 40.833 51.000 59.500 51.000 50.0 Calc NonC Gravity None
173 47.056 51.000 47.056 77.750 50.0 Calc Comp Gravity None
174 53.278 51.000 53.278 77.750 50.0 Calc Comp Gravity None
175 56.333 47.000 56.333 51.000 50.0 Calc NonC Gravity None
* Parameter: Steel - Fy
Concrete - f'c
Other - E
Steel Beam Properties:
ID Max Min Min Steel Defl
Depth Depth Width Table Criteria in in in
76 None 0.00 0.00 Def.
78 None 0.00 0.00 Def.
81 None 0.00 0.00 Def.
82 None 0.00 0.00 Def.
83 None 0.00 0.00 Def.
87 None 0.00 0.00 Def.
92 None 0.00 0.00 Def.
94 None 0.00 0.00 Def.
116 None 0.00 0.00 Def.
117 None 0.00 0.00 Def.
121 None 0.00 0.00 Def.
125 None 0.00 0.00 Def.
129 None 0.00 0.00 Def.
130 None 0.00 0.00 Def.
134 None 0.00 0.00 Def.
141 None 0.00 0.00 Def.
142 None 0.00 0.00 Def.
143 None 0.00 0.00 Def.
144 None 0.00 0.00 Def.
145 None 0.00 0.00 Def.
146 None 0.00 0.00 Def.
147 None 0.00 0.00 Def.
148 None 0.00 0.00 Def.
149 None 0.00 0.00 Def.
150 None 0.00 0.00 Def.
152 None 0.00 0.00 Def.
Page 9/11
Subject: Model 1 - Model Input Data Date: 01/04/2023 Job: VA Reno Plant Bridging Document By: PHF Section: 1.2.B Job Number: B9535013.00 Checked By: RMG Section Page 10
DataBase: 221205-CUP_Gravity_Framing 12/05/22 15:18:38
Building Code: IBC
ID Max Min Min Steel Defl
153 None 0.00 0.00 Def.
155 None 0.00 0.00 Def.
156 None 0.00 0.00 Def.
157 None 0.00 0.00 Def.
158 None 0.00 0.00 Def.
159 None 0.00 0.00 Def.
160 None 0.00 0.00 Def.
161 None 0.00 0.00 Def.
162 None 0.00 0.00 Def.
163 None 0.00 0.00 Def.
164 None 0.00 0.00 Def.
165 None 0.00 0.00 Def.
166 None 0.00 0.00 Def.
167 None 0.00 0.00 Def.
168 None 0.00 0.00 Def.
169 None 0.00 0.00 Def.
170 None 0.00 0.00 Def.
171 None 0.00 0.00 Def.
173 None 0.00 0.00 Def.
174 None 0.00 0.00 Def.
175 None 0.00 0.00 Def.
Slab Edges:
Xi Yi Xj Yj Edge Dist ft ft ft ft in
Diaphragm 1:
0.660 77.750 0.661 82.250 12.0
0.661 82.250 14.500 82.250 12.0
14.500 77.750 14.500 82.250 12.0
14.500 77.750 40.833 77.750 12.0
40.833 77.750 59.500 77.750 12.0
59.500 77.750 59.500 72.750 12.0
75.000 72.750 59.500 72.750 12.0
75.000 47.000 75.000 72.750 12.0
75.000 29.500 75.000 47.000 12.0
75.000 0.660 75.000 29.500 12.0
56.333 0.660 75.000 0.660 12.0
40.833 0.660 56.333 0.660 12.0
14.500 0.000 40.833 0.660 12.0
0.000 0.000 14.500 0.000 12.0
0.000 0.000 0.000 29.500 12.0
0.000 29.500 0.660 51.000 12.0
0.660 51.000 0.660 77.750 12.0
Deck Polygons:
Page 10/11
Subject: Model 1 - Model Input Data Date: 01/04/2023 Job: VA Reno Plant Bridging Document By: PHF Section: 1.2.B Job Number: B9535013.00 Checked By: RMG Section Page 11
DataBase: 221205-CUP_Gravity_Framing 12/05/22 15:18:38
Building Code: IBC
Deck Prop Slab Action Angle X-Coord Y-Coord
Type ID ft ft
Composite 1 One-Way 0.00 -6.00 113.00
85.00 113.00
85.00 -6.00
-6.00 -6.00
-6.00 113.00
Load Polygons:
Load Properties ID X-Coord Y-Coord ft ft
Roof -6.00 109.00
81.00 109.00
81.00 -6.00
-6.00 -6.00
-6.00 109.00
Page 11/11
Subject: Model 1 - Model Input Data Date: 01/04/2023 Job: VA Reno Plant Bridging Document By: PHF Section: 1.2.B Job Number: B9535013.00 Checked By: RMG Section Page 12
Section 1.2.C. Model 1 - Mezzanine Level Load Map - Area Loads
RAM Structural System V17.04.02.12. - Floor Plan: Mezzanine DataBase: 221205-CUP_Gravity_Framing 12/05/22 15:18:38
1 2 2.8 3 3.9 4 5
E
D
C.2
C
B.2
B
A.8
A.7
A.2
A
Typ Mechanical
Typ Mechanical
Subject: Model 1 - Mezzanine Level Load Map - Area Loads Date: 01/04/2023 Job: VA Reno Plant Bridging Document By: PHF Section: 1.2.C
Section 1.2.D. Model 1 - Mezzanine Level Load Map - Line
DataBase: 221205-CUP_Gravity_Framing 12/05/22 15:18:38
1 2 2.8 3 3.9 4 5
E
D
C.2
C
B.2
B
A.8
A.7
A.2
A
L1
L1
Subject: Model 1 - Mezzanine Level Load Map - Line Loads Date: 01/04/2023 Job: VA Reno Plant Bridging Document By: PHF Section: 1.2.D
Section 1.2.E. Model 1 - Map of Mezzanine Beam Designs
Floor Map
RAM Steel 17.04.02.12
DataBase: 221205-CUP_Gravity_Framing 12/05/22 15:18:38
Building Code: IBC Steel Code: AISC 360-16 LRFD
Floor Type: Mezzanine Beam Designs
1 2 2.8 3 3.9 4 5
E
D
C.2
C
B.2
B
A.8
A.7
A.2
A
W x c
W14x22
W x c
/4
W16x31
W x
W16x26
W12x19
W12x16
W8x10
W x c
W x c
/4
W x
W x
W x
W x c
W x c
/4
W21x48
W x
W21x55
W21x44
W18x40
W14x22
W x c
/4
W x
W x
W x
W x c
/4
W x
W x
W x
W x c
/4
W16x31
W x
W18x35
W16x26
W16x26
W10x15
W x
W x
W x
W x
W x
W18x40
W x
W16x31
W x
W12x14
W x c
/4
W x
W x c
/4
W x
Subject: Model 1 - Map of Mezzanine Beam Designs Date: 12/22/2022 Job: VA Reno Plant Bridging Document By: PHF Section: 1.2.E
Section 1.2.F. Model 1 - Beam Design Criteria
Beam Design Criteria
DataBase: 221205-CUP_Gravity_Framing 12/05/22 15:18:38
Building Code: IBC Steel Code: AISC 360-16 LRFD
TABLES SELECTED:
Master Steel Table: ramaisc
Default Steel Table: ramaisc
Alternate Steel Table: ramaisc
UNBRACED LENGTH:
Check Unbraced Length
Do Not Consider Point of Inflection as Brace Point
Noncomposite/Precomposite Beam Design:
Deck Perpendicular to Beam Braces flange
Deck Parallel to Beam does not Brace flange
Calculate Cb for all Simple Span Beams
Use Cb=1 for all Cantilevers
SPAN/DEPTH CRITERIA:
Maximum Span/Depth Ratio (ft/ft): 0.00
COMPOSITE IEFF:
Do Not Reduce Ieff per AISC 360 Commentary
DEMAND/CAPACITY LIMITS:
Strength Deflection
Steel Beam: 1.000 1.000
C-Beams: 1.000 1.000
DEFLECTION CRITERIA:
Default Criteria L/d delta (in)
Unshored
Initial (Construction Load): 0.0 0.0
Post Composite
Live Load: 360.0 0.0
Total Superimposed: 240.0 0.0
Total (Init+Superimp-Camber): 240.0 0.0
Shored
Dead Load: 0.0 0.0
Live Load: 360.0 0.0
Total Load: 240.0 0.0
Noncomposite
Dead Load: 0.0 0.0
Live Load: 360.0 0.0
Total Load: 240.0 0.0
Note: 0.0 indicates No Limit
CAMBER CRITERIA FOR COMPOSITE BEAMS:
Do not Camber Beams with Span < 0.0 ft
Do not Camber Beams with Weight < 0.0 lbs/ft
Do not Camber Beams with Weight > 1000.0 lbs/ft
Do not Camber Beams with Depth < 0.0 in
Do not Camber Beams with Depth > 16.0 in
Subject: Model 1 - Beam Design Criteria Date: 12/22/2022 Job: VA Reno Plant Bridging Document By: PHF Section: 1.2.F
DataBase: 221205-CUP_Gravity_Framing 12/05/22 15:18:38
Building Code: IBC Steel Code: AISC 360-16 LRFD
Do not Camber Beams with Cantilevers
Percent of Dead Load used for Camber: 80.00
(For Unshored Composite the specified % of Construction DL is used)
Camber Increment (in): 0.250
Minimum Camber (in): 0.750
Maximum Camber (in): 1.500
CAMBER CRITERIA FOR NONCOMPOSITE BEAMS:
Do not Camber Beams with Span < 0.0 ft
Do not Camber Beams with Weight < 0.0 lbs/ft
Do not Camber Beams with Weight > 1000.0 lbs/ft
Do not Camber Beams with Depth < 0.0 in
Do not Camber Beams with Depth > 100.0 in
Do not Camber Beams with Cantilevers
Percent of Dead Load used for Camber: 80.00
Camber Increment (in): 0.250
Minimum Camber (in): 0.750
Maximum Camber (in): 4.000
STUD CRITERIA:
Stud Distribution: Use Uniform
Maximum % of Full Composite Allowed: 100.00
Minimum % of Full Composite Allowed - Short Span: 25.00
Minimum % of Full Composite Allowed - Long Span: 50.00
Long Span Defined as Span Greater Than: 30.00 ft
Maximum Rows of Studs Allowed: 2
Minimum Flange Width for 2 Rows of Studs (in): 5.500
Minimum Flange Width for 3 Rows of Studs (in): 8.500
Maximum Stud Spacing - Deck Parallel: Per Code
Maximum Stud Spacing - Deck Not Parallel: Per Code
Ductility of Shear Connection:
Enforce AISC 360-16 Commentary I3.2d(1) for Spans greater than 30'
WEB OPENING CRITERIA:
Stiffener Fy (ksi): 36.000
Stiffener Dimensions
Minimum Width (in): 1.000
Minimum Thickness (in): 0.250
Increment of Width (in): 0.250
Increment of Thickness (in): 0.125
Increment of Length (in): 1.000
Do Not Allow Stiffeners on One Side of web
Allow Stiffeners on Two Sides of web
Page 2/2
Subject: Model 1 - Beam Design Criteria Date: 12/22/2022 Job: VA Reno Plant Bridging Document By: PHF Section: 1.2.F
Section 1.2.G. Model 1 - Beam Design Summary
Beam Summary
DataBase: 221205-CUP_Gravity_Framing 12/05/22 15:18:38
Building Code: IBC Steel Code: AISC 360-16 LRFD
STEEL BEAM DESIGN SUMMARY:
Demand/Capacity Limits for: Strength: 1.000 Deflection: 1.000
Floor Type: Roof
Bm # Length +Mu -Mu ΦMn Fy Beam Size Studs ft kip-ft kip-ft kip-ft ksi
76 29.50 76.1 0.0 126.8 50.0 W12X14 10
78 21.50 67.7 0.0 93.6 50.0 W10X12 8
81 14.50 98.7 0.0 124.5 50.0 W14X22
82 29.50 130.9 0.0 157.9 50.0 W12X19 10
83 14.50 62.7 0.0 65.2 50.0 W12X14
87 18.67 288.9 0.0 294.0 50.0 W18X40
92 26.75 102.2 -18.1 44.0 50.0 W16X31
5.50 0.0 -18.1
94 29.50 118.7 0.0 157.9 50.0 W12X19 10
116 26.33 171.0 0.0 195.2 50.0 W18X35
117 26.33 465.1 0.0 479.5 50.0 W24X62
121 18.67 85.3 0.0 106.4 50.0 W14X22
125 26.75 102.4 -0.4 52.2 50.0 W18X35
2.00 0.0 -0.4
129 26.75 117.7 0.0 157.8 50.0 W12X19 10
130 26.75 117.7 0.0 157.8 50.0 W12X19 10
134 25.75 70.7 0.0 117.0 50.0 W12X14 9
141 13.83 0.3 0.0 11.2 50.0 W8X10
142 26.33 1.2 0.0 5.0 50.0 W8X10
143 18.67 0.6 0.0 7.5 50.0 W8X10
144 25.58 1.2 0.0 5.1 50.0 W8X10
145 23.58 1.0 0.0 5.6 50.0 W8X10
146 20.08 0.7 0.0 6.9 50.0 W8X10
147 25.58 14.8 0.0 16.0 50.0 W10X15
148 26.75 60.2 0.0 93.3 50.0 W10X12 9
149 21.51 40.2 0.0 79.7 50.0 W8X10 11
150 13.84 56.4 0.0 65.2 50.0 W12X14
152 13.84 11.9 0.0 32.9 50.0 W8X10
153 4.50 2.6 0.0 55.0 50.0 W8X10 4
155 13.84 87.6 0.0 92.6 50.0 W12X19
156 26.75 92.7 0.0 117.5 50.0 W12X14 9
157 21.50 61.2 0.0 93.6 50.0 W10X12 8
158 15.50 123.1 0.0 124.5 50.0 W14X22
159 18.67 163.7 0.0 165.8 50.0 W16X26
160 26.34 321.5 0.0 358.5 50.0 W21X48
161 46.34 355.6 0.0 861.5 50.0 W24X55 46
162 50.34 406.7 0.0 904.8 50.0 W24X55 64
163 46.34 238.7 0.0 599.3 50.0 W21X44 32
164 50.34 382.7 0.0 842.1 50.0 W24X55 42
Roof beams designed using a different analysis model
Subject: Model 1 - Beam Design Summary Date: 12/22/2022 Job: VA Reno Plant Bridging Document By: PHF Section: 1.2.G
DataBase: 221205-CUP_Gravity_Framing 12/05/22 15:18:38
Building Code: IBC Steel Code: AISC 360-16 LRFD
Bm # Length +Mu -Mu ΦMn Fy Beam Size Studs
165 46.34 386.9 0.0 869.0 50.0 W24X55 48
166 50.78 440.8 0.0 954.1 50.0 W24X62 48
167 50.56 437.0 0.0 954.1 50.0 W24X62 48
168 30.75 191.2 0.0 240.0 50.0 W16X36
169 15.50 60.3 0.0 66.1 50.0 W10X17
170 25.75 96.1 0.0 117.5 50.0 W12X14 9
171 18.67 219.5 0.0 249.4 50.0 W18X35
173 26.75 83.5 0.0 117.4 50.0 W12X14 9
174 26.75 83.5 0.0 117.4 50.0 W12X14 9
175 4.00 1.6 0.0 32.9 50.0 W8X10
Floor Type: Mezzanine
Bm # Length +Mu -Mu ΦMn Fy Beam Size Studs ft kip-ft kip-ft kip-ft ksi
34 15.50 57.3 0.0 61.9 50.0 W12X14
35 10.25 19.8 0.0 64.5 50.0 W8X10 6
38 14.50 94.9 0.0 124.5 50.0 W14X22
39 21.50 82.8 0.0 93.2 50.0 W8X10 14
42 26.75 222.7 0.0 230.0 50.0 W14X22 18
44 18.67 235.9 0.0 259.8 50.0 W18X40
45 25.75 125.6 0.0 126.7 50.0 W12X14 10
54 26.75 192.2 0.0 198.4 50.0 W12X19 20
55 21.50 126.6 0.0 129.8 50.0 W10X12 19
56 7.50 15.0 0.0 64.2 50.0 W8X10 6
57 13.75 28.9 0.0 65.0 50.0 W8X10 6
73 30.75 414.8 0.0 502.5 50.0 W24X55
80 15.50 168.6 0.0 202.5 50.0 W16X31
81 10.25 31.4 0.0 64.6 50.0 W8X10 6
82 25.75 199.3 0.0 205.1 50.0 W12X19 22
83 4.00 1.6 0.0 32.9 50.0 W8X10
87 18.67 233.2 0.0 249.4 50.0 W18X35
88 18.67 197.3 0.0 202.5 50.0 W16X31
90 26.33 414.8 0.0 429.1 50.0 W21X55
91 26.33 351.5 0.0 358.7 50.0 W21X48
92 26.75 251.3 0.0 257.6 50.0 W14X22 26
94 26.33 235.9 0.0 239.0 50.0 W18X40
95 18.67 122.9 0.0 165.8 50.0 W16X26
96 26.33 274.0 0.0 287.3 50.0 W21X44
97 18.67 144.2 0.0 165.8 50.0 W16X26
98 7.50 20.3 0.0 64.2 50.0 W8X10 6
99 13.75 30.7 0.0 65.0 50.0 W8X10 6
101 26.75 259.4 0.0 309.2 50.0 W16X26 24
102 7.50 19.1 0.0 64.2 50.0 W8X10 6
103 7.50 19.1 0.0 64.2 50.0 W8X10 6
104 13.75 13.7 0.0 65.0 50.0 W8X10 6
Page 2/3
Roof beams designed using a different analysis model
Subject: Model 1 - Beam Design Summary Date: 12/22/2022 Job: VA Reno Plant Bridging Document By: PHF Section: 1.2.G
DataBase: 221205-CUP_Gravity_Framing 12/05/22 15:18:38
Building Code: IBC Steel Code: AISC 360-16 LRFD
Bm # Length +Mu -Mu ΦMn Fy Beam Size Studs
105 13.75 13.7 0.0 65.0 50.0 W8X10 6
108 26.75 243.7 0.0 244.1 50.0 W14X22 22
109 26.75 243.7 0.0 244.1 50.0 W14X22 22
110 13.83 180.7 0.0 202.5 50.0 W16X31
111 13.83 127.6 0.0 165.8 50.0 W16X26
112 26.75 119.1 0.0 126.7 50.0 W12X14 10
113 21.51 80.1 0.0 86.6 50.0 W8X10 13
116 26.33 80.7 0.0 88.4 50.0 W14X22
117 18.67 43.4 0.0 48.4 50.0 W10X15
118 13.83 23.7 0.0 32.9 50.0 W8X10
119 25.58 173.6 0.0 249.4 50.0 W18X35
120 25.58 429.7 0.0 502.5 50.0 W24X55
121 25.58 481.0 0.0 502.5 50.0 W24X55
122 25.58 267.2 0.0 357.8 50.0 W21X44
123 13.83 66.8 0.0 72.7 50.0 W12X16
124 4.33 5.0 0.0 55.0 50.0 W8X10 4
125 4.33 6.8 0.0 55.0 50.0 W8X10 4
126 4.33 6.4 0.0 55.0 50.0 W8X10 4
127 4.33 6.4 0.0 55.0 50.0 W8X10 4
128 13.83 78.9 0.0 92.5 50.0 W12X19
* after Size denotes beam failed stress/capacity criteria.
# after Size denotes beam failed deflection criteria.
u after Size denotes this size has been assigned by the User.
Page 3/3
Subject: Model 1 - Beam Design Summary Date: 12/22/2022 Job: VA Reno Plant Bridging Document By: PHF Section: 1.2.G
Section 1.3. Analysis Model 2 - Used for Column Design
Section 1.3.A. Model 2 - General Criteria
DataBase: 221213-CUP_Gravity_Framing-3psi_Roof_Blast_Load 12/16/22 20:42:20
Building Code: IBC
BUILDING CODE FOR LIVE LOAD REDUCTION: IBC
Live Load Reduction Method: General
ROOF LOADS:
Consider Roof Live Loads, Ignore Snow Loads
Roof Live Loads are Reducible
DETERMINING NUMBER OF STORIES FOR LIVE LOAD REDUCTION:
Include Roof Levels: No
Include Unreducible Levels: Yes
Include Storage Levels: Yes
SELF-WEIGHT:
Automatically calculate and include Self-Weight for Member Dead Loads:
Beams: Yes
Columns: Yes
Walls: Yes
Apply to top of wall
Slabs / Decks: Yes
Automatically calculate and include Self-Weight for Story Masses:
Beams: Yes
Columns: Yes
Include half mass of columns above and below
Walls: Yes
Include half mass of walls above and below
Slabs / Decks: Yes
Subject: Model 2 - General Criteria Date: 01/06/2023 Job: VA Reno Plant Bridging Document By: PHF Section: 1.3.A
Section 1.3.B. Model 2 - Model Input Data
DataBase: 221213-CUP_Gravity_Framing-3psi_Roof_Blast_Load 12/16/22 20:42:20
Building Code: IBC
Layout Types:
Mezzanine
Roof
Tables Selected:
Deck Table: ramdecks
Master Steel Table: ramaisc
Default Steel Table: ramaisc
Alternate Steel Table: ramaisc
Column Steel Table: ramaisc
Reinforcement Table: RAMASTM
Pan Form Table: RamCECO
Story Data:
Level Story Label Layout Type Height (ft)
2 Roof Roof 18.000
1 Mezz Mezzanine 15.000
Composite Deck Properties:
ID Label Deck Type
1 W3+3 VERCO W3 Formlok
ID Thick Unit Wt f'c Stud Diam Shored in pcf ksi in in
1 3.00 115.00 3.00 4.50 0.75 No
ID Hr Rib Space Wr AcRib YBar Self-Weight in in in in in psf
1 3.00 12.00 6.000 18.000 1.625 3.00
Composite Deck Diaphragm Properties:
ID Effect Thick Poisson's Elastic Mod in ksi
1 0.0000 0.00 0.00
ID f11 f22 f12 m11 m22 m12
1 --- --- --- --- --- ---
Load Properties:
Surface:
ID DL Constr DL LL Reduct. Partition Constr LL Mass DL psf psf psf Type psf psf psf
Typ Mechanical 8.3 8.3 23.4 Unred. 0.0 20.0 0.0
Roof 8.3 8.3 277.8 Unred. 0.0 20.0 0.0
Line:
Subject: Model 2 - Model Input Data Date: 01/06/2023 Job: VA Reno Plant Bridging Document By: PHF Section: 1.3.B
DataBase: 221213-CUP_Gravity_Framing-3psi_Roof_Blast_Load 12/16/22 20:42:20
Building Code: IBC
ID DL Constr DL LL Reduct. Partition Constr LL Mass DL k/ft k/ft k/ft Type k/ft k/ft k/ft
L1 0.069 0.069 1.031 Unred. 0.000 0.138 0.000
Grid Systems:
System Label Type X Offset Y Offset Rotation ft ft
Grid1 Orthogonal 0.000 0.000 0.00
Grids:
System: Grid1
X Grids Label X Min Y Max Y ft ft ft
1 0.0000 ---- ----
2 14.5000 ---- ----
2.8 36.8333 ---- ----
3 40.8333 ---- ----
3.9 56.3333 ---- ----
4 59.5000 ---- ----
5 75.0000 ---- ----
Y Grids Label Y Min X Max X ft ft ft
E 0.0000 ---- ----
D 29.5000 ---- ----
C.2 47.0000 ---- ----
C 51.0000 ---- ----
B.2 72.7500 ---- ----
B 77.7500 ---- ----
A.8 83.0000 ---- ----
A.7 85.2500 ---- ----
A.2 99.0000 ---- ----
A 104.0000 ---- ----
DATA FOR FLOOR TYPE: Mezzanine
Grid Systems:
Grid1
Columns:
ID X Y Shape Orient. Param* LLRed Frame Eccent* ft ft Angle ksi % Type Maj Min
28 14.500 77.750 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
30 59.500 77.750 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
31 75.000 83.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
32 75.000 72.750 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
Page 2/11
Subject: Model 2 - Model Input Data Date: 01/06/2023 Job: VA Reno Plant Bridging Document By: PHF Section: 1.3.B
DataBase: 221213-CUP_Gravity_Framing-3psi_Roof_Blast_Load 12/16/22 20:42:20
Building Code: IBC
ID X Y Shape Orient. Param* LLRed Frame Eccent*
34 14.500 51.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
36 56.333 47.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
37 75.000 47.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
38 0.000 29.500 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
39 14.500 29.500 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
40 0.000 0.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
41 14.500 0.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
47 40.833 77.750 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
48 40.833 51.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
55 0.666 77.750 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
56 0.666 51.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
57 0.667 103.333 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
58 14.500 103.334 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
59 40.833 103.334 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
60 59.500 103.334 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
64 75.000 0.660 HS 0.00 46.0 Calc Grv. + 2.50 + 2.50
65 56.333 0.660 HS 0.00 46.0 Calc Grv. + 2.50 + 2.50
66 40.833 0.660 HS 0.00 46.0 Calc Grv. + 2.50 + 2.50
* Parameter: Steel - Fy
Concrete - f'c
Other - E
* Eccentricity: Values with + indicate eccentricity plus 1/2 column dimension;
values without + indicate absolute eccentricity (in)
Beams:
ID Xi Yi Xj Yj Param* LLRed Type Frame User ft ft ft ft ksi % Type Size
34 59.500 83.000 75.000 83.000 50.0 Calc NonC Gravity None
35 75.000 72.750 75.000 83.000 50.0 Calc Comp Gravity None
38 0.000 29.500 14.500 29.500 50.0 Calc NonC Gravity None
39 14.500 29.500 14.500 51.000 50.0 Calc Comp Gravity None
42 14.500 51.000 14.500 77.750 50.0 Calc Comp Gravity None
44 56.333 47.000 75.000 47.000 50.0 Calc NonC Gravity None
45 75.000 47.000 75.000 72.750 50.0 Calc Comp Gravity None
54 7.250 51.000 7.250 77.750 50.0 Calc Comp Gravity None
55 7.250 29.500 7.250 51.000 50.0 Calc Comp Gravity None
56 7.250 77.750 7.250 85.250 50.0 Calc Comp Gravity None
57 7.250 85.250 7.250 99.000 50.0 Calc Comp Gravity None
73 59.500 47.000 59.500 77.750 50.0 Calc NonC Gravity None
80 59.500 72.750 75.000 72.750 50.0 Calc NonC Gravity None
81 67.250 72.750 67.250 83.000 50.0 Calc Comp Gravity None
82 67.250 47.000 67.250 72.750 50.0 Calc Comp Gravity None
83 56.333 47.000 56.333 51.000 50.0 Calc NonC Gravity None
87 40.833 77.750 59.500 77.750 50.0 Calc NonC Gravity None
Page 3/11
Subject: Model 2 - Model Input Data Date: 01/06/2023 Job: VA Reno Plant Bridging Document By: PHF Section: 1.3.B
DataBase: 221213-CUP_Gravity_Framing-3psi_Roof_Blast_Load 12/16/22 20:42:20
Building Code: IBC
ID Xi Yi Xj Yj Param* LLRed Type Frame User
88 40.833 51.000 59.500 51.000 50.0 Calc NonC Gravity None
90 14.500 77.750 40.833 77.750 50.0 Calc NonC Gravity None
91 14.500 51.000 40.833 51.000 50.0 Calc NonC Gravity None
92 40.833 51.000 40.833 77.750 50.0 Calc Comp Gravity None
94 14.500 99.000 40.833 99.000 50.0 Calc NonC Gravity None
95 40.833 99.000 59.500 99.000 50.0 Calc NonC Gravity None
96 14.500 85.250 40.833 85.250 50.0 Calc NonC Gravity None
97 40.833 85.250 59.500 85.250 50.0 Calc NonC Gravity None
98 50.167 77.750 50.167 85.250 50.0 Calc Comp Gravity None
99 50.167 85.250 50.167 99.000 50.0 Calc Comp Gravity None
101 50.167 51.000 50.167 77.750 50.0 Calc Comp Gravity None
102 23.278 77.750 23.278 85.250 50.0 Calc Comp Gravity None
103 32.056 77.750 32.056 85.250 50.0 Calc Comp Gravity None
104 23.278 85.250 23.278 99.000 50.0 Calc Comp Gravity None
105 32.056 85.250 32.056 99.000 50.0 Calc Comp Gravity None
108 23.278 51.000 23.278 77.750 50.0 Calc Comp Gravity None
109 32.056 51.000 32.056 77.750 50.0 Calc Comp Gravity None
110 0.666 51.000 14.500 51.000 50.0 Calc NonC Gravity None
111 0.666 77.750 14.500 77.750 50.0 Calc NonC Gravity None
112 0.666 51.000 0.666 77.750 50.0 Calc Comp Gravity None
113 0.000 29.500 0.666 51.000 50.0 Calc Comp Gravity None
116 14.500 103.334 40.833 103.334 50.0 Calc NonC Gravity None
117 40.833 103.334 59.500 103.334 50.0 Calc NonC Gravity None
118 0.667 103.333 14.500 103.334 50.0 Calc NonC Gravity None
119 0.666 77.750 0.667 103.333 50.0 Calc NonC Gravity None
120 14.500 77.750 14.500 103.334 50.0 Calc NonC Gravity None
121 40.833 77.750 40.833 103.334 50.0 Calc NonC Gravity None
122 59.500 77.750 59.500 103.334 50.0 Calc NonC Gravity None
123 0.667 99.000 14.500 99.000 50.0 Calc NonC Gravity None
124 7.583 99.000 7.583 103.334 50.0 Calc Comp Gravity None
125 50.167 99.000 50.167 103.334 50.0 Calc Comp Gravity None
126 23.278 99.000 23.278 103.334 50.0 Calc Comp Gravity None
127 32.056 99.000 32.056 103.334 50.0 Calc Comp Gravity None
128 0.666 85.250 14.500 85.250 50.0 Calc NonC Gravity None
* Parameter: Steel - Fy
Concrete - f'c
Other - E
Steel Beam Properties:
ID Max Min Min Steel Defl
Depth Depth Width Table Criteria in in in
34 None 0.00 0.00 Def.
35 None 0.00 0.00 Def.
Page 4/11
Subject: Model 2 - Model Input Data Date: 01/06/2023 Job: VA Reno Plant Bridging Document By: PHF Section: 1.3.B
DataBase: 221213-CUP_Gravity_Framing-3psi_Roof_Blast_Load 12/16/22 20:42:20
Building Code: IBC
ID Max Min Min Steel Defl
38 None 0.00 0.00 Def.
39 None 0.00 0.00 Def.
42 None 0.00 0.00 Def.
44 None 0.00 0.00 Def.
45 None 0.00 0.00 Def.
54 None 0.00 0.00 Def.
55 None 0.00 0.00 Def.
56 None 0.00 0.00 Def.
57 None 0.00 0.00 Def.
73 None 0.00 0.00 Def.
80 None 0.00 0.00 Def.
81 None 0.00 0.00 Def.
82 None 0.00 0.00 Def.
83 None 0.00 0.00 Def.
87 None 0.00 0.00 Def.
88 None 0.00 0.00 Def.
90 None 0.00 0.00 Def.
91 None 0.00 0.00 Def.
92 None 0.00 0.00 Def.
94 None 0.00 0.00 Def.
95 None 0.00 0.00 Def.
96 None 0.00 0.00 Def.
97 None 0.00 0.00 Def.
98 None 0.00 0.00 Def.
99 None 0.00 0.00 Def.
101 None 0.00 0.00 Def.
102 None 0.00 0.00 Def.
103 None 0.00 0.00 Def.
104 None 0.00 0.00 Def.
105 None 0.00 0.00 Def.
108 None 0.00 0.00 Def.
109 None 0.00 0.00 Def.
110 None 0.00 0.00 Def.
111 None 0.00 0.00 Def.
112 None 0.00 0.00 Def.
113 None 0.00 0.00 Def.
116 None 0.00 0.00 Def.
117 None 0.00 0.00 Def.
118 None 0.00 0.00 Def.
119 None 0.00 0.00 Def.
120 None 0.00 0.00 Def.
121 None 0.00 0.00 Def.
122 None 0.00 0.00 Def.
123 None 0.00 0.00 Def.
124 None 0.00 0.00 Def.
Page 5/11
Subject: Model 2 - Model Input Data Date: 01/06/2023 Job: VA Reno Plant Bridging Document By: PHF Section: 1.3.B
DataBase: 221213-CUP_Gravity_Framing-3psi_Roof_Blast_Load 12/16/22 20:42:20
Building Code: IBC
ID Max Min Min Steel Defl
125 None 0.00 0.00 Def.
126 None 0.00 0.00 Def.
127 None 0.00 0.00 Def.
128 None 0.00 0.00 Def.
Slab Edges:
Xi Yi Xj Yj Edge Dist ft ft ft ft in
Diaphragm 1:
0.667 103.333 14.500 103.334 12.0
14.500 103.334 40.833 103.334 12.0
40.833 103.334 59.500 103.334 12.0
59.500 83.000 59.500 103.334 12.0
59.500 83.000 75.000 83.000 12.0
75.000 72.750 75.000 83.000 12.0
75.000 47.000 75.000 72.750 12.0
56.333 47.000 75.000 47.000 12.0
56.333 47.000 56.333 51.000 12.0
40.833 51.000 56.333 51.000 12.0
14.500 51.000 40.833 51.000 12.0
14.500 29.500 14.500 51.000 12.0
0.000 29.500 14.500 29.500 12.0
0.000 29.500 0.666 51.000 12.0
0.666 51.000 0.666 77.750 12.0
0.666 77.750 0.667 103.333 12.0
Deck Polygons:
Deck Prop Slab Action Angle X-Coord Y-Coord
Type ID ft ft
Composite 1 One-Way 0.00 -6.00 110.00
81.00 110.00
81.00 -5.00
-6.00 -5.00
-6.00 110.00
Load Polygons:
Load Properties ID X-Coord Y-Coord ft ft
Typ Mechanical -1.00 105.00
0.00 99.00
51.94 99.00
51.94 85.25
0.00 85.25
-1.00 28.50
15.50 28.50
15.50 50.00
55.33 50.00
Page 6/11
Subject: Model 2 - Model Input Data Date: 01/06/2023 Job: VA Reno Plant Bridging Document By: PHF Section: 1.3.B
DataBase: 221213-CUP_Gravity_Framing-3psi_Roof_Blast_Load 12/16/22 20:42:20
Building Code: IBC
Load Properties ID X-Coord Y-Coord
55.33 46.00
76.00 46.00
76.00 84.00
60.50 84.00
60.50 105.00
-1.00 105.00
Typ Mechanical 0.00 99.00
7.25 99.00
7.25 85.25
0.00 85.25
0.00 99.00
User Input Line Loads:
Load Properties ID Xi Yi Xj Yj ft ft ft ft
L1 7.25 99.00 51.94 99.00
L1 7.25 85.25 51.94 85.25
DATA FOR FLOOR TYPE: Roof
Grid Systems:
Grid1
Columns:
ID X Y Shape Orient. Param* LLRed Frame Eccent* ft ft Angle ksi % Type Maj Min
26 14.500 77.750 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
28 14.500 51.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
29 0.000 29.500 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
30 14.500 29.500 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
31 0.000 0.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
32 14.500 0.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
37 59.500 77.750 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
38 75.000 72.750 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
39 75.000 47.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
40 56.333 47.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
46 40.833 77.750 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
47 40.833 51.000 HS 0.00 50.0 Calc Grv. + 2.50 + 2.50
50 40.833 103.334 HS 0.00 46.0 Calc Grv. + 2.50 + 2.50
51 14.500 103.334 HS 0.00 46.0 Calc Grv. + 2.50 + 2.50
52 59.500 103.334 HS 0.00 46.0 Calc Grv. + 2.50 + 2.50
53 0.667 103.333 HS 0.00 46.0 Calc Grv. + 2.50 + 2.50
54 0.660 51.000 HS 0.00 46.0 Calc Grv. + 2.50 + 2.50
55 0.660 77.750 HS 0.00 46.0 Calc Grv. + 2.50 + 2.50
56 40.833 0.660 HS 0.00 46.0 Calc Grv. + 2.50 + 2.50
57 56.333 0.660 HS 0.00 46.0 Calc Grv. + 2.50 + 2.50
58 75.000 0.660 HS 0.00 46.0 Calc Grv. + 2.50 + 2.50
Page 7/11
Subject: Model 2 - Model Input Data Date: 01/06/2023 Job: VA Reno Plant Bridging Document By: PHF Section: 1.3.B
DataBase: 221213-CUP_Gravity_Framing-3psi_Roof_Blast_Load 12/16/22 20:42:20
Building Code: IBC
* Parameter: Steel - Fy
Concrete - f'c
Other - E
* Eccentricity: Values with + indicate eccentricity plus 1/2 column dimension;
values without + indicate absolute eccentricity (in)
Beams:
ID Xi Yi Xj Yj Param* LLRed Type Frame User ft ft ft ft ksi % Type Size
76 0.000 0.000 0.000 29.500 50.0 Calc Comp Gravity None
78 14.500 29.500 14.500 51.000 50.0 Calc Comp Gravity None
81 0.000 29.500 14.500 29.500 50.0 Calc NonC Gravity None
82 14.500 0.000 14.500 29.500 50.0 Calc Comp Gravity None
83 0.000 0.000 14.500 0.000 50.0 Calc NonC Gravity None
87 56.333 47.000 75.000 47.000 50.0 Calc NonC Gravity None
92 14.500 51.000 14.500 83.250 50.0 Calc NonC Gravity None
94 7.250 0.000 7.250 29.500 50.0 Calc Comp Gravity None
116 14.500 77.750 40.833 77.750 50.0 Calc NonC Gravity None
117 14.500 51.000 40.833 51.000 50.0 Calc NonC Gravity None
121 40.833 77.750 59.500 77.750 50.0 Calc NonC Gravity None
125 40.833 51.000 40.833 79.750 50.0 Calc NonC Gravity None
129 23.278 51.000 23.278 77.750 50.0 Calc Comp Gravity None
130 32.056 51.000 32.056 77.750 50.0 Calc Comp Gravity None
134 75.000 47.000 75.000 72.750 50.0 Calc Comp Gravity None
141 0.667 103.333 14.500 103.334 50.0 Calc NonC Gravity None
142 14.500 103.334 40.833 103.334 50.0 Calc NonC Gravity None
143 40.833 103.334 59.500 103.334 50.0 Calc NonC Gravity None
144 59.500 77.750 59.500 103.334 50.0 Calc NonC Gravity None
145 40.833 79.750 40.833 103.334 50.0 Calc NonC Gravity None
146 14.500 83.250 14.500 103.334 50.0 Calc NonC Gravity None
147 0.660 77.750 0.667 103.333 50.0 Calc NonC Gravity None
148 0.660 51.000 0.660 77.750 50.0 Calc Comp Gravity None
149 0.000 29.500 0.660 51.000 50.0 Calc Comp Gravity None
150 0.660 77.750 14.500 77.750 50.0 Calc NonC Gravity None
152 0.661 82.250 14.500 82.250 50.0 Calc NonC Gravity None
153 7.580 77.750 7.580 82.250 50.0 Calc Comp Gravity None
155 0.660 51.000 14.500 51.000 50.0 Calc NonC Gravity None
156 7.580 51.000 7.580 77.750 50.0 Calc Comp Gravity None
157 7.580 29.500 7.580 51.000 50.0 Calc Comp Gravity None
158 40.833 0.660 56.333 0.660 50.0 Calc NonC Gravity None
159 56.333 0.660 75.000 0.660 50.0 Calc NonC Gravity None
160 14.500 0.000 40.833 0.660 50.0 Calc NonC Gravity None
161 56.333 0.660 56.333 47.000 50.0 Calc Comp Gravity None
162 40.833 0.660 40.833 51.000 50.0 Calc Comp Gravity None
163 75.000 0.660 75.000 47.000 50.0 Calc Comp Gravity None
164 48.583 0.660 48.583 51.000 50.0 Calc Comp Gravity None
Page 8/11
Subject: Model 2 - Model Input Data Date: 01/06/2023 Job: VA Reno Plant Bridging Document By: PHF Section: 1.3.B
DataBase: 221213-CUP_Gravity_Framing-3psi_Roof_Blast_Load 12/16/22 20:42:20
Building Code: IBC
ID Xi Yi Xj Yj Param* LLRed Type Frame User
165 65.667 0.660 65.667 47.000 50.0 Calc Comp Gravity None
166 23.278 0.220 23.278 51.000 50.0 Calc Comp Gravity None
167 32.056 0.440 32.056 51.000 50.0 Calc Comp Gravity None
168 59.500 47.000 59.500 77.750 50.0 Calc NonC Gravity None
169 59.500 72.750 75.000 72.750 50.0 Calc NonC Gravity None
170 65.667 47.000 65.667 72.750 50.0 Calc Comp Gravity None
171 40.833 51.000 59.500 51.000 50.0 Calc NonC Gravity None
173 47.056 51.000 47.056 77.750 50.0 Calc Comp Gravity None
174 53.278 51.000 53.278 77.750 50.0 Calc Comp Gravity None
175 56.333 47.000 56.333 51.000 50.0 Calc NonC Gravity None
* Parameter: Steel - Fy
Concrete - f'c
Other - E
Steel Beam Properties:
ID Max Min Min Steel Defl
Depth Depth Width Table Criteria in in in
76 None 0.00 0.00 Def.
78 None 0.00 0.00 Def.
81 None 0.00 0.00 Def.
82 None 0.00 0.00 Def.
83 None 0.00 0.00 Def.
87 None 0.00 0.00 Def.
92 None 0.00 0.00 Def.
94 None 0.00 0.00 Def.
116 None 0.00 0.00 Def.
117 None 0.00 0.00 Def.
121 None 0.00 0.00 Def.
125 None 0.00 0.00 Def.
129 None 0.00 0.00 Def.
130 None 0.00 0.00 Def.
134 None 0.00 0.00 Def.
141 None 0.00 0.00 Def.
142 None 0.00 0.00 Def.
143 None 0.00 0.00 Def.
144 None 0.00 0.00 Def.
145 None 0.00 0.00 Def.
146 None 0.00 0.00 Def.
147 None 0.00 0.00 Def.
148 None 0.00 0.00 Def.
149 None 0.00 0.00 Def.
150 None 0.00 0.00 Def.
152 None 0.00 0.00 Def.
Page 9/11
Subject: Model 2 - Model Input Data Date: 01/06/2023 Job: VA Reno Plant Bridging Document By: PHF Section: 1.3.B Job Number: B9535013.00 Checked By: RMG Section Page 10
DataBase: 221213-CUP_Gravity_Framing-3psi_Roof_Blast_Load 12/16/22 20:42:20
Building Code: IBC
ID Max Min Min Steel Defl
153 None 0.00 0.00 Def.
155 None 0.00 0.00 Def.
156 None 0.00 0.00 Def.
157 None 0.00 0.00 Def.
158 None 0.00 0.00 Def.
159 None 0.00 0.00 Def.
160 None 0.00 0.00 Def.
161 None 0.00 0.00 Def.
162 None 0.00 0.00 Def.
163 None 0.00 0.00 Def.
164 None 0.00 0.00 Def.
165 None 0.00 0.00 Def.
166 None 0.00 0.00 Def.
167 None 0.00 0.00 Def.
168 None 0.00 0.00 Def.
169 None 0.00 0.00 Def.
170 None 0.00 0.00 Def.
171 None 0.00 0.00 Def.
173 None 0.00 0.00 Def.
174 None 0.00 0.00 Def.
175 None 0.00 0.00 Def.
Slab Edges:
Xi Yi Xj Yj Edge Dist ft ft ft ft in
Diaphragm 1:
0.660 77.750 0.661 82.250 12.0
0.661 82.250 14.500 82.250 12.0
14.500 77.750 14.500 82.250 12.0
14.500 77.750 40.833 77.750 12.0
40.833 77.750 59.500 77.750 12.0
59.500 77.750 59.500 72.750 12.0
75.000 72.750 59.500 72.750 12.0
75.000 47.000 75.000 72.750 12.0
75.000 29.500 75.000 47.000 12.0
75…
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