DESIGN CALCULATIONS

PEB Job No. P01970/16 Building 06

Revision 3 As per CO.No. 3
(PT. GREEN FIELDS INDONESIA)
Blitar - East Java

Project Name: Dairy Farm Project

Building Name: Cow barn

Designed By: TRK

Checked By TMT
Date 18th Apr,2017

Page 1
 Table of Contents
Table of Contents ................................................................................................................................2

Section 1: Design Information ...........................................................................................................3

Applicable Design Codes ........................................................................................................4
Material Specifications ...........................................................................................................5
Design Assumptions ................................................................................................................6
Load Combinations (ASD) .....................................................................................................7
Deflection Limitations: ...........................................................................................................7
Design Summary .....................................................................................................................8
Wind load Calculation............................................................................................................9

Section 2: Steel Frame model ...........................................................................................................11

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 DESIGN SHEET
Job No. P01970/16 Building No. 6 Co. No. 03
Customer PT. GREEN FIELDS INDONESIA Rev. No. 03
Description Designed By TRK
Checked By TMT

Section 1: Design Information

 Applicable Design Codes
 Material Specifications
 Design Assumptions and Load Combinations
 Design Summary

QF-DES-05/03 (5/12/2013)
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 DESIGN SHEET
Job No. P01970/16 Building No. 6 Co. No. 03
Customer PT. GREEN FIELDS INDONESIA Rev. No. 03
Description Designed By TRK
Checked By TMT

Applicable Design Codes

The Pre-Engineered Building described in these calculations was designed according to

Buildings and Design Codes that have been referred to in the design:

1. “Minimum Design Loads For Buildings And Other Structures” (ASCE7-05)

2. “Uniform Buildings Code” (UBC– 1997).

3. “Metal Building Systems Manual 2010” issued by MBMA

4. Fabrication & Erection Tolerances, MBMA_2010.
5. “American Institute of Steel Structure” - Allowable Stress Design, AISC – 9th
Edition.
6. Cold formed components have been designed in accordance with:
“American Iron and Steel Institute” Cold Formed Steel Design Manual, 2001(AISI).
7. Welding has been applied in accordance with:
“American Welding Society” (AWS) D1.1-2008.

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 DESIGN SHEET
Job No. P01970/16 Building No. 6 Co. No. 03
Customer PT. GREEN FIELDS INDONESIA Rev. No. 03
Description Designed By TRK
Checked By TMT

Material Specifications

The following is the list of the material standards and specifications for which the building components
have been designed:

Material Specifications
Sl.
Materials Specifications Minimum Strength
No.

1 Built -up Sections-Plates ASTM A572 Grade 50 (or EQUI.) Fy = 34.50 kN/cm2

2 Hot Rolled Sections ASTM A-36 (or EQUI) Fy = 24.50 kN/cm2

3 Bracing Cable (EN 12385 or GB/T20118-2006) Fu = 157 kN/cm2

4 Cold Formed Sections ASTM A653 (M) SS Grade 65 (or EQUI.) Fy = 45.00 kN/cm2

High Strength Bolts Ft = 30.3 kN/cm2

5 ASTM A325 TYPE 1
(For Primary Structure) Fu = 72 to 83 kN/cm2

Machine Bolts Ft = 13.8 kN/cm2

6 ASTM A307
(For secondary structure) Fu = 41.0 kN/cm2

7 Anchor Bolts ASTM A-36 (or EQUI) Fu = 40.0 kN/cm2

QF-DES-05/03 (5/12/2013)
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 DESIGN SHEET
Job No. P01970/16 Building No. 6 Co. No. 03
Customer PT. GREEN FIELDS INDONESIA Rev. No. 03
Description Designed By TRK
Checked By TMT

Design Assumptions

 The main frame rafters and columns are rigidly connected to each other using moment
type connection.

 The columns are pin connected to the foundations.

 The lateral stability of the building is provided through the frame action of the main
frames.

 The longitudinal stability of the building is provided through truss action of cross
braced bays of the building.

 Both end walls are rigid frame.

 The roof purlins are continuous beams supported at rigid frame locations and span is
the bay spacing of the building.

 The roof sheeting and wall sheeting & sag rod provide lateral support for purlin & girt.

QF-DES-05/03 (5/12/2013)
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 DESIGN SHEET
Job No. P01970/16 Building No. 6 Co. No. 03
Customer PT. GREEN FIELDS INDONESIA Rev. No. 03
Description Designed By TRK
Checked By TMT

Load Combinations (ASD)

1. Applied for Main-frame:
 Dead Load + Roof Live Load
 Dead Load + Wind Load
 Dead Load + 0.7 Earthquake Load
 Dead Load + 0.75xWind Load + 0.75 x Roof Live Load
 Dead Load + 0.75x( 0.7 Earthquake Load) + 0.75 x Roof Live Load
 0.6 Dead Load + 0.7 Earthquake Load
 0.6 Dead Load + Wind Load
2. Applied for Cold-formed Section:
 Dead Load + Roof Live Load
 0.6xDead Load + Wind Load

Deflection Limitations:
 For Rigid Frame Rafters = Span/180 for Live or 10 years Wind (Vertical Deflection)
without supporting ceiling
 For Rigid Frame column EH<9m: Rigid Frame Columns = EH/60 for 10 years wind
(Horizontal Deflection)
 For Purlin = Span/150 for Live load or 10 years Wind load (Vertical Deflection)
 For Girt/wind column = Span/120 for 10 years Wind (Horizontal Deflection)

QF-DES-05/03 (5/12/2013)
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 DESIGN SHEET
Job No. P01970/16 Building No. 6 Co. No. 03
Customer PT. GREEN FIELDS INDONESIA Rev. No. 03
Description Designed By TRK
Checked By TMT

Design Summary
Frame Type CS Panel Type Thick.(MM) Material
Building Width(MM) 31.20m Center To Center Of Steel Column) Roof Peblock 0.5 AluPeb
Bay Spacing (M) 22@6.00 Wall (By other)
Length (MM) 132.00m(Center To Center Of Steel Column at Liner N/A
base)
Clear Height (MM) 4500
Roof Slope 1:10
Dead Load 0.1 (only purlin and panel) KN/M2 Purlin Lap: short lap/ long lap
Max Tributary: 1500mm
Live Load (Roof) 0.57 KN/M2 Provides purlin 150Z1.5@1200-1500-1200
Live Load (Frame) 0.3 KN/M2
Collateral load 0.0 KN/M2
Wind pressure 40 Kg/m2
Exposure B
Occupancy category II SW Girt Lap:
fixed Tributary: 1200mm
Enclosure condition Enclosed Provides bay girt 200Z1.5@1200
Seismic Ss=0.870g, S1=0.369g, PGA=0.436g
Crane Crane Rail Top Crane Wheel Max.Wheel
Cap. Make Center Of Type Base Load EW Girt Lap: Max Tributary: 1200mm
Beam (With Provides girt 200Z1.5 @1200 for EW GL.16
Impact)
(MT) (M) (KN)
N/A

Eave Strut 200.Z2.4 with lap same as purlin

Crane Beam Design Refer to page(s) : N/A Bracing Diagonal
Mezzanine Refer to page(s) : N/A Near Side Wall No. Of Bays 5 Type Cable
Fascia Refer to page(s) : N/A Far Side Wall No. Of Bays 5 Type Cable
Left End Wall Type : Rigid frame Roof No. Of Bays 5 Type Cable
Column Spacing : See DWG Left End Wall No. Of Bays Type
Right End Wall No. Of Bays Type
Right End Wall Type : Rigid frame
Column Spacing : See DWG

Rigid Frames GL1-GL.16

On Grid Lines
Remarks:
1. Sag arrestor @ 1/3 bay

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 DESIGN SHEET
Job No. P01970/16 Building No. 6 Co. No. 03
Customer PT. GREEN FIELDS INDONESIA Rev. No. 03
Description Designed By TRK
Checked By TMT
Wind load Calculation

QF-DES-05/03 (5/12/2013)
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 DESIGN SHEET
Job No. P01970/16 Building No. 6 Co. No. 03
Customer PT. GREEN FIELDS INDONESIA Rev. No. 03
Description Designed By TRK
Checked By TMT

Date: …../…../……. Date: …../…../…….

Designer: ………………………………. Checker:……………………………………

…………………………………………….. ……………………………………………..
(Signature) (Signature)

Date: …../…../…….
Approval:……………………………………

……………………………………………..
(Signature)

QF-DES-05/03 (5/12/2013)
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 DESIGN SHEET
Job No. P01970/16 Building No. 6 Co. No. 03
Customer PT. GREEN FIELDS INDONESIA Rev. No. 03
Description Designed By TRK
Checked By TMT

Section 2: Steel Frame model

Figure1: Joint Label

Figure2: Frame Label

QF-DES-05/03 (5/12/2013)
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TABLE: Joint Displacements
Joint OutputCase CaseType U1 U2 U3 R1 R2 R3
Text Text Text m m m Radians Radians Radians
24 DEAD LinStatic -0.004847 0 -0.000085 0 0.000986 0
24 L LinStatic -0.007834 0 -0.000126 0 0.001576 0
24 0.84WL Combination 0.008984 0 0.000184 0 -0.002415 0
24 0.84WL1 Combination -0.001875 0 -0.000001124 0 -0.000226 0
24 0.84WR Combination 0.010614 0 0.000159 0 -0.001733 0
24 0.84WR1 Combination -0.000246 0 -0.000026 0 0.000455 0
24 0.84WE1 Combination 0.012347 0 0.000209 0 -0.002495 0
24 0.84WE2 Combination 0.001004 0 0.000024 0 -0.000177 0
26 DEAD LinStatic 0.004847 0 -0.000085 0 -0.000986 0
26 L LinStatic 0.007834 0 -0.000126 0 -0.001576 0
26 0.84WL Combination -0.010614 0 0.000159 0 0.001733 0
26 0.84WL1 Combination 0.000246 0 -0.000026 0 -0.000455 0
26 0.84WR Combination -0.008984 0 0.000184 0 0.002415 0
26 0.84WR1 Combination 0.001875 0 -0.000001124 0 0.000226 0
26 0.84WE1 Combination -0.012347 0 0.000209 0 0.002495 0
26 0.84WE2 Combination -0.001004 0 0.000024 0 0.000177 0
27 DEAD LinStatic 1.436E-16 0 -0.052448 0 -1.083E-17 0
27 L LinStatic 2.444E-16 0 -0.084724 0 -1.895E-17 0
27 0.84WL Combination -0.000815 0 0.107119 0 0.000427 0
27 0.84WL1 Combination -0.000815 0 -0.011966 0 0.000427 0
27 0.84WR Combination 0.000815 0 0.107119 0 -0.000427 0
27 0.84WR1 Combination 0.000815 0 -0.011966 0 -0.000427 0
27 0.84WE1 Combination -3.71E-16 0 0.135127 0 2.843E-17 0
27 0.84WE2 Combination -3.278E-17 0 0.011981 0 2.495E-18 0
28 DEAD LinStatic -0.003663 0 -0.012808 0 0.003448 0
28 L LinStatic -0.005929 0 -0.020588 0 0.005562 0
28 0.84WL Combination 0.006322 0 0.028755 0 -0.007515 0
28 0.84WL1 Combination -0.001869 0 -0.000367 0 0.000361 0
28 0.84WR Combination 0.008345 0 0.024811 0 -0.006828 0
28 0.84WR1 Combination 0.000154 0 -0.004311 0 0.001048 0
28 0.84WE1 Combination 0.009314 0 0.033043 0 -0.008931 0
28 0.84WE2 Combination 0.000754 0 0.002939 0 -0.000815 0
29 DEAD LinStatic -0.000661 0 -0.044655 0 0.002564 0
29 L LinStatic -0.001073 0 -0.072094 0 0.004152 0
29 0.84WL Combination 0.000216 0 0.094008 0 -0.004836 0
29 0.84WL1 Combination -0.001207 0 -0.007625 0 0.000948 0
29 0.84WR Combination 0.002299 0 0.089475 0 -0.005386 0
29 0.84WR1 Combination 0.000876 0 -0.012159 0 0.000399 0
29 0.84WE1 Combination 0.001626 0 0.115293 0 -0.006569 0
29 0.84WE2 Combination 0.000104 0 0.010339 0 -0.000566 0
30 DEAD LinStatic 0.003663 0 -0.012808 0 -0.003448 0
30 L LinStatic 0.005929 0 -0.020588 0 -0.005562 0
30 0.84WL Combination -0.008345 0 0.024811 0 0.006828 0
30 0.84WL1 Combination -0.000154 0 -0.004311 0 -0.001048 0
30 0.84WR Combination -0.006322 0 0.028755 0 0.007515 0
30 0.84WR1 Combination 0.001869 0 -0.000367 0 -0.000361 0
30 0.84WE1 Combination -0.009314 0 0.033043 0 0.008931 0
30 0.84WE2 Combination -0.000754 0 0.002939 0 0.000815 0
42 DEAD LinStatic 0.000661 0 -0.044655 0 -0.002564 0
42 L LinStatic 0.001073 0 -0.072094 0 -0.004152 0
42 0.84WL Combination -0.002299 0 0.089475 0 0.005386 0
42 0.84WL1 Combination -0.000876 0 -0.012159 0 -0.000399 0
TABLE: Joint Displacements
Joint OutputCase CaseType U1 U2 U3 R1 R2 R3
Text Text Text m m m Radians Radians Radians
42 0.84WR Combination -0.000216 0 0.094008 0 0.004836 0
42 0.84WR1 Combination 0.001207 0 -0.007625 0 -0.000948 0
42 0.84WE1 Combination -0.001626 0 0.115293 0 0.006569 0
42 0.84WE2 Combination -0.000104 0 0.010339 0 0.000566 0
B01.CO#3.2.sdb SAP2000 v16.0.0 - License #
19 April 2017

Table: Element Forces - Frames, Part 1 of 2

Table: Element Forces - Frames, Part 1 of 2
Frame Station OutputCase CaseType P V2 V3 T M2
m KN KN KN KN-m KN-m
3 0.00000 D+Co+L Combination -1.325 -1.041E-17 0.000 0.0000 0.0000
3 2.96758 D+Co+L Combination -0.662 -1.041E-17 0.000 0.0000 0.0000
3 5.93517 D+Co+L Combination 0.000 -1.041E-17 0.000 0.0000 0.0000
3 0.00000 0.6D+WE1 Combination -0.795 -4.656 0.000 0.0000 0.0000
3 2.96758 0.6D+WE1 Combination -0.397 -1.777E-15 0.000 0.0000 0.0000
3 5.93517 0.6D+WE1 Combination 0.000 4.656 0.000 0.0000 0.0000
3 0.00000 0.6D+WL Combination -0.795 5.898E-18 0.000 0.0000 0.0000
3 2.96758 0.6D+WL Combination -0.397 5.898E-18 0.000 0.0000 0.0000
3 5.93517 0.6D+WL Combination 0.000 5.898E-18 0.000 0.0000 0.0000
3 0.00000 0.6D+WL1 Combination -0.795 -1.735E-19 0.000 0.0000 0.0000
3 2.96758 0.6D+WL1 Combination -0.397 -1.735E-19 0.000 0.0000 0.0000
3 5.93517 0.6D+WL1 Combination 0.000 -1.735E-19 0.000 0.0000 0.0000
3 0.00000 0.6D+WR Combination -0.795 1.284E-17 0.000 0.0000 0.0000
3 2.96758 0.6D+WR Combination -0.397 1.284E-17 0.000 0.0000 0.0000
3 5.93517 0.6D+WR Combination 0.000 1.284E-17 0.000 0.0000 0.0000
3 0.00000 0.6D+WR1 Combination -0.795 -1.475E-18 0.000 0.0000 0.0000
3 2.96758 0.6D+WR1 Combination -0.397 -1.475E-18 0.000 0.0000 0.0000
3 5.93517 0.6D+WR1 Combination 0.000 -1.475E-18 0.000 0.0000 0.0000
3 0.00000 D+Co+0.7E1 Combination -1.325 7.425E-17 0.000 0.0000 0.0000
3 2.96758 D+Co+0.7E1 Combination -0.662 7.425E-17 0.000 0.0000 0.0000
3 5.93517 D+Co+0.7E1 Combination 0.000 7.425E-17 0.000 0.0000 0.0000
3 0.00000 D+Co+0.7E2 Combination -1.325 -8.119E-17 0.000 0.0000 0.0000
3 2.96758 D+Co+0.7E2 Combination -0.662 -8.119E-17 0.000 0.0000 0.0000
3 5.93517 D+Co+0.7E2 Combination 0.000 -8.119E-17 0.000 0.0000 0.0000
3 0.00000 0.6D+0.7E1 Combination -0.795 7.667E-17 0.000 0.0000 0.0000
3 2.96758 0.6D+0.7E1 Combination -0.397 7.667E-17 0.000 0.0000 0.0000
3 5.93517 0.6D+0.7E1 Combination 0.000 7.667E-17 0.000 0.0000 0.0000
3 0.00000 0.6D+0.7E2 Combination -0.795 -7.876E-17 0.000 0.0000 0.0000
3 2.96758 0.6D+0.7E2 Combination -0.397 -7.876E-17 0.000 0.0000 0.0000
3 5.93517 0.6D+0.7E2 Combination 0.000 -7.876E-17 0.000 0.0000 0.0000
3 0.00000 0.6D+WE2 Combination -0.795 -6.072E-19 0.000 0.0000 0.0000
3 2.96758 0.6D+WE2 Combination -0.397 -6.072E-19 0.000 0.0000 0.0000
3 5.93517 0.6D+WE2 Combination 0.000 -6.072E-19 0.000 0.0000 0.0000
4 0.00000 D+Co+L Combination -1.325 1.214E-17 0.000 0.0000 0.0000
4 2.96758 D+Co+L Combination -0.662 1.214E-17 0.000 0.0000 0.0000
4 5.93517 D+Co+L Combination 0.000 1.214E-17 0.000 0.0000 0.0000
4 0.00000 0.6D+WE1 Combination -0.795 4.656 0.000 0.0000 0.0000
4 2.96758 0.6D+WE1 Combination -0.397 2.667E-15 0.000 0.0000 0.0000
4 5.93517 0.6D+WE1 Combination 0.000 -4.656 0.000 0.0000 0.0000
4 0.00000 0.6D+WL Combination -0.795 -4.857E-18 0.000 0.0000 0.0000
4 2.96758 0.6D+WL Combination -0.397 -4.857E-18 0.000 0.0000 0.0000
4 5.93517 0.6D+WL Combination 0.000 -4.857E-18 0.000 0.0000 0.0000
4 0.00000 0.6D+WL1 Combination -0.795 2.949E-18 0.000 0.0000 0.0000
4 2.96758 0.6D+WL1 Combination -0.397 2.949E-18 0.000 0.0000 0.0000
4 5.93517 0.6D+WL1 Combination 0.000 2.949E-18 0.000 0.0000 0.0000
4 0.00000 0.6D+WR Combination -0.795 -4.857E-18 0.000 0.0000 0.0000
4 2.96758 0.6D+WR Combination -0.397 -4.857E-18 0.000 0.0000 0.0000
4 5.93517 0.6D+WR Combination 0.000 -4.857E-18 0.000 0.0000 0.0000
4 0.00000 0.6D+WR1 Combination -0.795 2.082E-18 0.000 0.0000 0.0000
4 2.96758 0.6D+WR1 Combination -0.397 2.082E-18 0.000 0.0000 0.0000

Page 1 of 24
B01.CO#3.2.sdb SAP2000 v16.0.0 - License #
19 April 2017

Table: Element Forces - Frames, Part 1 of 2

Frame Station OutputCase CaseType P V2 V3 T M2
m KN KN KN KN-m KN-m
4 5.93517 0.6D+WR1 Combination 0.000 2.082E-18 0.000 0.0000 0.0000
4 0.00000 D+Co+0.7E1 Combination -1.325 8.292E-17 0.000 0.0000 0.0000
4 2.96758 D+Co+0.7E1 Combination -0.662 8.292E-17 0.000 0.0000 0.0000
4 5.93517 D+Co+0.7E1 Combination 0.000 8.292E-17 0.000 0.0000 0.0000
4 0.00000 D+Co+0.7E2 Combination -1.325 -7.251E-17 0.000 0.0000 0.0000
4 2.96758 D+Co+0.7E2 Combination -0.662 -7.251E-17 0.000 0.0000 0.0000
4 5.93517 D+Co+0.7E2 Combination 0.000 -7.251E-17 0.000 0.0000 0.0000
4 0.00000 0.6D+0.7E1 Combination -0.795 7.980E-17 0.000 0.0000 0.0000
4 2.96758 0.6D+0.7E1 Combination -0.397 7.980E-17 0.000 0.0000 0.0000
4 5.93517 0.6D+0.7E1 Combination 0.000 7.980E-17 0.000 0.0000 0.0000
4 0.00000 0.6D+0.7E2 Combination -0.795 -7.563E-17 0.000 0.0000 0.0000
4 2.96758 0.6D+0.7E2 Combination -0.397 -7.563E-17 0.000 0.0000 0.0000
4 5.93517 0.6D+0.7E2 Combination 0.000 -7.563E-17 0.000 0.0000 0.0000
4 0.00000 0.6D+WE2 Combination -0.795 1.214E-18 0.000 0.0000 0.0000
4 2.96758 0.6D+WE2 Combination -0.397 1.214E-18 0.000 0.0000 0.0000
4 5.93517 0.6D+WE2 Combination 0.000 1.214E-18 0.000 0.0000 0.0000
18 0.00000 D+Co+L Combination -53.156 -52.191 0.000 0.0000 0.0000
18 2.43750 D+Co+L Combination -52.094 -52.142 0.000 0.0000 0.0000
18 4.87500 D+Co+L Combination -50.820 -52.084 0.000 0.0000 0.0000
18 0.00000 0.6D+WE1 Combination 43.138 37.630 0.000 0.0000 0.0000
18 2.43750 0.6D+WE1 Combination 43.452 44.660 0.000 0.0000 0.0000
18 4.87500 0.6D+WE1 Combination 43.893 51.696 0.000 0.0000 0.0000
18 0.00000 0.6D+WL Combination 40.504 40.705 0.000 0.0000 0.0000
18 2.43750 0.6D+WL Combination 41.111 41.402 0.000 0.0000 0.0000
18 4.87500 0.6D+WL Combination 41.844 42.105 0.000 0.0000 0.0000
18 0.00000 0.6D+WL1 Combination -6.998 0.944 0.000 0.0000 0.0000
18 2.43750 0.6D+WL1 Combination -6.036 -6.060 0.000 0.0000 0.0000
18 4.87500 0.6D+WL1 Combination -4.948 -13.058 0.000 0.0000 0.0000
18 0.00000 0.6D+WR Combination 33.514 30.294 0.000 0.0000 0.0000
18 2.43750 0.6D+WR Combination 33.861 36.616 0.000 0.0000 0.0000
18 4.87500 0.6D+WR Combination 34.334 42.944 0.000 0.0000 0.0000
18 0.00000 0.6D+WR1 Combination -13.989 -9.467 0.000 0.0000 0.0000
18 2.43750 0.6D+WR1 Combination -13.287 -10.846 0.000 0.0000 0.0000
18 4.87500 0.6D+WR1 Combination -12.458 -12.219 0.000 0.0000 0.0000
18 0.00000 D+Co+0.7E1 Combination -24.688 -19.454 0.000 0.0000 0.0000
18 2.43750 D+Co+0.7E1 Combination -23.626 -19.405 0.000 0.0000 0.0000
18 4.87500 D+Co+0.7E1 Combination -22.352 -19.346 0.000 0.0000 0.0000
18 0.00000 D+Co+0.7E2 Combination -27.705 -29.195 0.000 0.0000 0.0000
18 2.43750 D+Co+0.7E2 Combination -26.643 -29.146 0.000 0.0000 0.0000
18 4.87500 D+Co+0.7E2 Combination -25.369 -29.088 0.000 0.0000 0.0000
18 0.00000 0.6D+0.7E1 Combination -8.818 -4.151 0.000 0.0000 0.0000
18 2.43750 0.6D+0.7E1 Combination -8.180 -4.121 0.000 0.0000 0.0000
18 4.87500 0.6D+0.7E1 Combination -7.416 -4.086 0.000 0.0000 0.0000
18 0.00000 0.6D+0.7E2 Combination -11.835 -13.892 0.000 0.0000 0.0000
18 2.43750 0.6D+0.7E2 Combination -11.197 -13.863 0.000 0.0000 0.0000
18 4.87500 0.6D+0.7E2 Combination -10.433 -13.828 0.000 0.0000 0.0000
18 0.00000 0.6D+WE2 Combination -3.967 -10.741 0.000 0.0000 0.0000
18 2.43750 0.6D+WE2 Combination -3.653 -3.711 0.000 0.0000 0.0000
18 4.87500 0.6D+WE2 Combination -3.212 3.325 0.000 0.0000 0.0000
19 0.00000 D+Co+L Combination -53.156 52.191 0.000 0.0000 0.0000
19 2.43750 D+Co+L Combination -52.094 52.142 0.000 0.0000 0.0000
19 4.87500 D+Co+L Combination -50.820 52.084 0.000 0.0000 0.0000
19 0.00000 0.6D+WE1 Combination 43.138 -37.630 0.000 0.0000 0.0000
19 2.43750 0.6D+WE1 Combination 43.452 -44.660 0.000 0.0000 0.0000

Page 2 of 24
B01.CO#3.2.sdb SAP2000 v16.0.0 - License #
19 April 2017

Table: Element Forces - Frames, Part 1 of 2

Frame Station OutputCase CaseType P V2 V3 T M2
m KN KN KN KN-m KN-m
19 4.87500 0.6D+WE1 Combination 43.893 -51.696 0.000 0.0000 0.0000
19 0.00000 0.6D+WL Combination 33.514 -30.294 0.000 0.0000 0.0000
19 2.43750 0.6D+WL Combination 33.861 -36.616 0.000 0.0000 0.0000
19 4.87500 0.6D+WL Combination 34.334 -42.944 0.000 0.0000 0.0000
19 0.00000 0.6D+WL1 Combination -13.989 9.467 0.000 0.0000 0.0000
19 2.43750 0.6D+WL1 Combination -13.287 10.846 0.000 0.0000 0.0000
19 4.87500 0.6D+WL1 Combination -12.458 12.219 0.000 0.0000 0.0000
19 0.00000 0.6D+WR Combination 40.504 -40.705 0.000 0.0000 0.0000
19 2.43750 0.6D+WR Combination 41.111 -41.402 0.000 0.0000 0.0000
19 4.87500 0.6D+WR Combination 41.844 -42.105 0.000 0.0000 0.0000
19 0.00000 0.6D+WR1 Combination -6.998 -0.944 0.000 0.0000 0.0000
19 2.43750 0.6D+WR1 Combination -6.036 6.060 0.000 0.0000 0.0000
19 4.87500 0.6D+WR1 Combination -4.948 13.058 0.000 0.0000 0.0000
19 0.00000 D+Co+0.7E1 Combination -27.705 29.195 0.000 0.0000 0.0000
19 2.43750 D+Co+0.7E1 Combination -26.643 29.146 0.000 0.0000 0.0000
19 4.87500 D+Co+0.7E1 Combination -25.369 29.088 0.000 0.0000 0.0000
19 0.00000 D+Co+0.7E2 Combination -24.688 19.454 0.000 0.0000 0.0000
19 2.43750 D+Co+0.7E2 Combination -23.626 19.405 0.000 0.0000 0.0000
19 4.87500 D+Co+0.7E2 Combination -22.352 19.346 0.000 0.0000 0.0000
19 0.00000 0.6D+0.7E1 Combination -11.835 13.892 0.000 0.0000 0.0000
19 2.43750 0.6D+0.7E1 Combination -11.197 13.863 0.000 0.0000 0.0000
19 4.87500 0.6D+0.7E1 Combination -10.433 13.828 0.000 0.0000 0.0000
19 0.00000 0.6D+0.7E2 Combination -8.818 4.151 0.000 0.0000 0.0000
19 2.43750 0.6D+0.7E2 Combination -8.180 4.121 0.000 0.0000 0.0000
19 4.87500 0.6D+0.7E2 Combination -7.416 4.086 0.000 0.0000 0.0000
19 0.00000 0.6D+WE2 Combination -3.967 10.741 0.000 0.0000 0.0000
19 2.43750 0.6D+WE2 Combination -3.653 3.711 0.000 0.0000 0.0000
19 4.87500 0.6D+WE2 Combination -3.212 -3.325 0.000 0.0000 0.0000
20 0.15000 D+Co+L Combination -54.307 -47.859 0.000 0.0000 0.0000
20 1.99964 D+Co+L Combination -53.712 -41.397 0.000 0.0000 0.0000
20 3.84928 D+Co+L Combination -53.116 -34.936 0.000 0.0000 0.0000
20 0.15000 0.6D+WE1 Combination 53.660 41.046 0.000 0.0000 0.0000
20 1.99964 0.6D+WE1 Combination 53.773 35.683 0.000 0.0000 0.0000
20 3.84928 0.6D+WE1 Combination 53.886 30.320 0.000 0.0000 0.0000
20 0.15000 0.6D+WL Combination 43.985 39.438 0.000 0.0000 0.0000
20 1.99964 0.6D+WL Combination 44.098 34.075 0.000 0.0000 0.0000
20 3.84928 0.6D+WL Combination 44.211 28.712 0.000 0.0000 0.0000
20 0.15000 0.6D+WL1 Combination -13.262 -4.306 0.000 0.0000 0.0000
20 1.99964 0.6D+WL1 Combination -13.149 -3.825 0.000 0.0000 0.0000
20 3.84928 0.6D+WL1 Combination -13.036 -3.344 0.000 0.0000 0.0000
20 0.15000 0.6D+WR Combination 44.480 32.016 0.000 0.0000 0.0000
20 1.99964 0.6D+WR Combination 44.593 28.107 0.000 0.0000 0.0000
20 3.84928 0.6D+WR Combination 44.706 24.198 0.000 0.0000 0.0000
20 0.15000 0.6D+WR1 Combination -12.767 -11.728 0.000 0.0000 0.0000
20 1.99964 0.6D+WR1 Combination -12.654 -9.793 0.000 0.0000 0.0000
20 3.84928 0.6D+WR1 Combination -12.541 -7.859 0.000 0.0000 0.0000
20 0.15000 D+Co+0.7E1 Combination -21.006 -21.126 0.000 0.0000 0.0000
20 1.99964 D+Co+0.7E1 Combination -20.716 -17.980 0.000 0.0000 0.0000
20 3.84928 D+Co+0.7E1 Combination -20.426 -14.834 0.000 0.0000 0.0000
20 0.15000 D+Co+0.7E2 Combination -29.515 -23.819 0.000 0.0000 0.0000
20 1.99964 D+Co+0.7E2 Combination -29.225 -20.673 0.000 0.0000 0.0000
20 3.84928 D+Co+0.7E2 Combination -28.935 -17.527 0.000 0.0000 0.0000
20 0.15000 0.6D+0.7E1 Combination -5.092 -7.059 0.000 0.0000 0.0000
20 1.99964 0.6D+0.7E1 Combination -4.979 -5.835 0.000 0.0000 0.0000

Page 3 of 24
B01.CO#3.2.sdb SAP2000 v16.0.0 - License #
19 April 2017

Table: Element Forces - Frames, Part 1 of 2

Frame Station OutputCase CaseType P V2 V3 T M2
m KN KN KN KN-m KN-m
20 3.84928 0.6D+0.7E1 Combination -4.866 -4.611 0.000 0.0000 0.0000
20 0.15000 0.6D+0.7E2 Combination -13.602 -9.753 0.000 0.0000 0.0000
20 1.99964 0.6D+0.7E2 Combination -13.489 -8.528 0.000 0.0000 0.0000
20 3.84928 0.6D+0.7E2 Combination -13.376 -7.304 0.000 0.0000 0.0000
20 0.15000 0.6D+WE2 Combination 3.184 -3.322 0.000 0.0000 0.0000
20 1.99964 0.6D+WE2 Combination 3.297 -2.841 0.000 0.0000 0.0000
20 3.84928 0.6D+WE2 Combination 3.409 -2.361 0.000 0.0000 0.0000
21 0.00000 D+Co+L Combination -51.414 -14.807 0.000 0.0000 0.0000
21 2.79737 D+Co+L Combination -50.481 -5.480 0.000 0.0000 0.0000
21 2.79737 D+Co+L Combination -50.477 -5.444 0.000 0.0000 0.0000
21 2.95641 D+Co+L Combination -50.424 -4.914 0.000 0.0000 0.0000
21 5.91283 D+Co+L Combination -49.439 4.944 0.000 0.0000 0.0000
21 0.00000 0.6D+WE1 Combination 54.455 12.200 0.000 0.0000 0.0000
21 2.79737 0.6D+WE1 Combination 54.614 3.826 0.000 0.0000 0.0000
21 2.79737 0.6D+WE1 Combination 59.499 3.359 0.000 0.0000 0.0000
21 2.95641 0.6D+WE1 Combination 59.508 2.883 0.000 0.0000 0.0000
21 5.91283 0.6D+WE1 Combination 59.676 -5.968 0.000 0.0000 0.0000
21 0.00000 0.6D+WL Combination 44.768 10.668 0.000 0.0000 0.0000
21 2.79737 0.6D+WL Combination 44.927 2.293 0.000 0.0000 0.0000
21 2.79737 0.6D+WL Combination 44.929 2.315 0.000 0.0000 0.0000
21 2.95641 0.6D+WL Combination 44.938 1.838 0.000 0.0000 0.0000
21 5.91283 0.6D+WL Combination 45.106 -6.834 0.000 0.0000 0.0000
21 0.00000 0.6D+WL1 Combination -12.726 -2.263 0.000 0.0000 0.0000
21 2.79737 0.6D+WL1 Combination -12.567 -1.800 0.000 0.0000 0.0000
21 2.79737 0.6D+WL1 Combination -12.565 -1.779 0.000 0.0000 0.0000
21 2.95641 0.6D+WL1 Combination -12.556 -1.752 0.000 0.0000 0.0000
21 5.91283 0.6D+WL1 Combination -12.388 -1.085 0.000 0.0000 0.0000
21 0.00000 0.6D+WR Combination 45.228 10.798 0.000 0.0000 0.0000
21 2.79737 0.6D+WR Combination 45.387 4.623 0.000 0.0000 0.0000
21 2.79737 0.6D+WR Combination 45.389 4.644 0.000 0.0000 0.0000
21 2.95641 0.6D+WR Combination 45.398 4.293 0.000 0.0000 0.0000
21 5.91283 0.6D+WR Combination 45.566 -2.233 0.000 0.0000 0.0000
21 0.00000 0.6D+WR1 Combination -12.266 -2.133 0.000 0.0000 0.0000
21 2.79737 0.6D+WR1 Combination -12.107 0.530 0.000 0.0000 0.0000
21 2.79737 0.6D+WR1 Combination -12.105 0.551 0.000 0.0000 0.0000
21 2.95641 0.6D+WR1 Combination -12.096 0.702 0.000 0.0000 0.0000
21 5.91283 0.6D+WR1 Combination -11.928 3.516 0.000 0.0000 0.0000
21 0.00000 D+Co+0.7E1 Combination -22.274 -5.285 0.000 0.0000 0.0000
21 2.79737 D+Co+0.7E1 Combination -21.842 -0.968 0.000 0.0000 0.0000
21 2.79737 D+Co+0.7E1 Combination -22.771 -0.839 0.000 0.0000 0.0000
21 2.95641 D+Co+0.7E1 Combination -22.747 -0.594 0.000 0.0000 0.0000
21 5.91283 D+Co+0.7E1 Combination -22.290 3.969 0.000 0.0000 0.0000
21 0.00000 D+Co+0.7E2 Combination -25.511 -8.441 0.000 0.0000 0.0000
21 2.79737 D+Co+0.7E2 Combination -25.079 -4.124 0.000 0.0000 0.0000
21 2.79737 D+Co+0.7E2 Combination -24.143 -4.182 0.000 0.0000 0.0000
21 2.95641 D+Co+0.7E2 Combination -24.119 -3.936 0.000 0.0000 0.0000
21 5.91283 D+Co+0.7E2 Combination -23.663 0.626 0.000 0.0000 0.0000
21 0.00000 0.6D+0.7E1 Combination -7.213 -0.951 0.000 0.0000 0.0000
21 2.79737 0.6D+0.7E1 Combination -7.054 0.637 0.000 0.0000 0.0000
21 2.79737 0.6D+0.7E1 Combination -7.984 0.752 0.000 0.0000 0.0000
21 2.95641 0.6D+0.7E1 Combination -7.975 0.842 0.000 0.0000 0.0000
21 5.91283 0.6D+0.7E1 Combination -7.807 2.521 0.000 0.0000 0.0000
21 0.00000 0.6D+0.7E2 Combination -10.450 -4.107 0.000 0.0000 0.0000
21 2.79737 0.6D+0.7E2 Combination -10.291 -2.519 0.000 0.0000 0.0000

Page 4 of 24
B01.CO#3.2.sdb SAP2000 v16.0.0 - License #
19 April 2017

Table: Element Forces - Frames, Part 1 of 2

Frame Station OutputCase CaseType P V2 V3 T M2
m KN KN KN KN-m KN-m
21 2.79737 0.6D+0.7E2 Combination -9.357 -2.591 0.000 0.0000 0.0000
21 2.95641 0.6D+0.7E2 Combination -9.348 -2.501 0.000 0.0000 0.0000
21 5.91283 0.6D+0.7E2 Combination -9.180 -0.822 0.000 0.0000 0.0000
21 0.00000 0.6D+WE2 Combination 3.727 -1.407 0.000 0.0000 0.0000
21 2.79737 0.6D+WE2 Combination 3.886 -0.944 0.000 0.0000 0.0000
21 2.79737 0.6D+WE2 Combination 3.888 -0.923 0.000 0.0000 0.0000
21 2.95641 0.6D+WE2 Combination 3.897 -0.896 0.000 0.0000 0.0000
21 5.91283 0.6D+WE2 Combination 4.065 -0.406 0.000 0.0000 0.0000
22 0.15000 D+Co+L Combination -54.307 -47.859 0.000 0.0000 0.0000
22 1.99964 D+Co+L Combination -53.712 -41.397 0.000 0.0000 0.0000
22 3.84928 D+Co+L Combination -53.116 -34.936 0.000 0.0000 0.0000
22 0.15000 0.6D+WE1 Combination 53.660 41.046 0.000 0.0000 0.0000
22 1.99964 0.6D+WE1 Combination 53.773 35.683 0.000 0.0000 0.0000
22 3.84928 0.6D+WE1 Combination 53.886 30.320 0.000 0.0000 0.0000
22 0.15000 0.6D+WL Combination 44.480 32.016 0.000 0.0000 0.0000
22 1.99964 0.6D+WL Combination 44.593 28.107 0.000 0.0000 0.0000
22 3.84928 0.6D+WL Combination 44.706 24.198 0.000 0.0000 0.0000
22 0.15000 0.6D+WL1 Combination -12.767 -11.728 0.000 0.0000 0.0000
22 1.99964 0.6D+WL1 Combination -12.654 -9.793 0.000 0.0000 0.0000
22 3.84928 0.6D+WL1 Combination -12.541 -7.859 0.000 0.0000 0.0000
22 0.15000 0.6D+WR Combination 43.985 39.438 0.000 0.0000 0.0000
22 1.99964 0.6D+WR Combination 44.098 34.075 0.000 0.0000 0.0000
22 3.84928 0.6D+WR Combination 44.211 28.712 0.000 0.0000 0.0000
22 0.15000 0.6D+WR1 Combination -13.262 -4.306 0.000 0.0000 0.0000
22 1.99964 0.6D+WR1 Combination -13.149 -3.825 0.000 0.0000 0.0000
22 3.84928 0.6D+WR1 Combination -13.036 -3.344 0.000 0.0000 0.0000
22 0.15000 D+Co+0.7E1 Combination -29.515 -23.819 0.000 0.0000 0.0000
22 1.99964 D+Co+0.7E1 Combination -29.225 -20.673 0.000 0.0000 0.0000
22 3.84928 D+Co+0.7E1 Combination -28.935 -17.527 0.000 0.0000 0.0000
22 0.15000 D+Co+0.7E2 Combination -21.006 -21.126 0.000 0.0000 0.0000
22 1.99964 D+Co+0.7E2 Combination -20.716 -17.980 0.000 0.0000 0.0000
22 3.84928 D+Co+0.7E2 Combination -20.426 -14.834 0.000 0.0000 0.0000
22 0.15000 0.6D+0.7E1 Combination -13.602 -9.753 0.000 0.0000 0.0000
22 1.99964 0.6D+0.7E1 Combination -13.489 -8.528 0.000 0.0000 0.0000
22 3.84928 0.6D+0.7E1 Combination -13.376 -7.304 0.000 0.0000 0.0000
22 0.15000 0.6D+0.7E2 Combination -5.092 -7.059 0.000 0.0000 0.0000
22 1.99964 0.6D+0.7E2 Combination -4.979 -5.835 0.000 0.0000 0.0000
22 3.84928 0.6D+0.7E2 Combination -4.866 -4.611 0.000 0.0000 0.0000
22 0.15000 0.6D+WE2 Combination 3.184 -3.322 0.000 0.0000 0.0000
22 1.99964 0.6D+WE2 Combination 3.297 -2.841 0.000 0.0000 0.0000
22 3.84928 0.6D+WE2 Combination 3.409 -2.361 0.000 0.0000 0.0000
23 0.00000 D+Co+L Combination -51.414 -14.807 0.000 0.0000 0.0000
23 2.79737 D+Co+L Combination -50.481 -5.480 0.000 0.0000 0.0000
23 2.79737 D+Co+L Combination -50.477 -5.444 0.000 0.0000 0.0000
23 2.95641 D+Co+L Combination -50.424 -4.914 0.000 0.0000 0.0000
23 5.91283 D+Co+L Combination -49.439 4.944 0.000 0.0000 0.0000
23 0.00000 0.6D+WE1 Combination 54.455 12.200 0.000 0.0000 0.0000
23 2.79737 0.6D+WE1 Combination 54.614 3.826 0.000 0.0000 0.0000
23 2.79737 0.6D+WE1 Combination 59.499 3.359 0.000 0.0000 0.0000
23 2.95641 0.6D+WE1 Combination 59.508 2.883 0.000 0.0000 0.0000
23 5.91283 0.6D+WE1 Combination 59.676 -5.968 0.000 0.0000 0.0000
23 0.00000 0.6D+WL Combination 45.228 10.798 0.000 0.0000 0.0000
23 2.79737 0.6D+WL Combination 45.387 4.623 0.000 0.0000 0.0000
23 2.79737 0.6D+WL Combination 45.389 4.644 0.000 0.0000 0.0000

Page 5 of 24
B01.CO#3.2.sdb SAP2000 v16.0.0 - License #
19 April 2017

Table: Element Forces - Frames, Part 1 of 2

Frame Station OutputCase CaseType P V2 V3 T M2
m KN KN KN KN-m KN-m
23 2.95641 0.6D+WL Combination 45.398 4.293 0.000 0.0000 0.0000
23 5.91283 0.6D+WL Combination 45.566 -2.233 0.000 0.0000 0.0000
23 0.00000 0.6D+WL1 Combination -12.266 -2.133 0.000 0.0000 0.0000
23 2.79737 0.6D+WL1 Combination -12.107 0.530 0.000 0.0000 0.0000
23 2.79737 0.6D+WL1 Combination -12.105 0.551 0.000 0.0000 0.0000
23 2.95641 0.6D+WL1 Combination -12.096 0.702 0.000 0.0000 0.0000
23 5.91283 0.6D+WL1 Combination -11.928 3.516 0.000 0.0000 0.0000
23 0.00000 0.6D+WR Combination 44.768 10.668 0.000 0.0000 0.0000
23 2.79737 0.6D+WR Combination 44.927 2.293 0.000 0.0000 0.0000
23 2.79737 0.6D+WR Combination 44.929 2.315 0.000 0.0000 0.0000
23 2.95641 0.6D+WR Combination 44.938 1.838 0.000 0.0000 0.0000
23 5.91283 0.6D+WR Combination 45.106 -6.834 0.000 0.0000 0.0000
23 0.00000 0.6D+WR1 Combination -12.726 -2.263 0.000 0.0000 0.0000
23 2.79737 0.6D+WR1 Combination -12.567 -1.800 0.000 0.0000 0.0000
23 2.79737 0.6D+WR1 Combination -12.565 -1.779 0.000 0.0000 0.0000
23 2.95641 0.6D+WR1 Combination -12.556 -1.752 0.000 0.0000 0.0000
23 5.91283 0.6D+WR1 Combination -12.388 -1.085 0.000 0.0000 0.0000
23 0.00000 D+Co+0.7E1 Combination -25.511 -8.441 0.000 0.0000 0.0000
23 2.79737 D+Co+0.7E1 Combination -25.079 -4.124 0.000 0.0000 0.0000
23 2.79737 D+Co+0.7E1 Combination -24.143 -4.182 0.000 0.0000 0.0000
23 2.95641 D+Co+0.7E1 Combination -24.119 -3.936 0.000 0.0000 0.0000
23 5.91283 D+Co+0.7E1 Combination -23.663 0.626 0.000 0.0000 0.0000
23 0.00000 D+Co+0.7E2 Combination -22.274 -5.285 0.000 0.0000 0.0000
23 2.79737 D+Co+0.7E2 Combination -21.842 -0.968 0.000 0.0000 0.0000
23 2.79737 D+Co+0.7E2 Combination -22.771 -0.839 0.000 0.0000 0.0000
23 2.95641 D+Co+0.7E2 Combination -22.747 -0.594 0.000 0.0000 0.0000
23 5.91283 D+Co+0.7E2 Combination -22.290 3.969 0.000 0.0000 0.0000
23 0.00000 0.6D+0.7E1 Combination -10.450 -4.107 0.000 0.0000 0.0000
23 2.79737 0.6D+0.7E1 Combination -10.291 -2.519 0.000 0.0000 0.0000
23 2.79737 0.6D+0.7E1 Combination -9.357 -2.591 0.000 0.0000 0.0000
23 2.95641 0.6D+0.7E1 Combination -9.348 -2.501 0.000 0.0000 0.0000
23 5.91283 0.6D+0.7E1 Combination -9.180 -0.822 0.000 0.0000 0.0000
23 0.00000 0.6D+0.7E2 Combination -7.213 -0.951 0.000 0.0000 0.0000
23 2.79737 0.6D+0.7E2 Combination -7.054 0.637 0.000 0.0000 0.0000
23 2.79737 0.6D+0.7E2 Combination -7.984 0.752 0.000 0.0000 0.0000
23 2.95641 0.6D+0.7E2 Combination -7.975 0.842 0.000 0.0000 0.0000
23 5.91283 0.6D+0.7E2 Combination -7.807 2.521 0.000 0.0000 0.0000
23 0.00000 0.6D+WE2 Combination 3.727 -1.407 0.000 0.0000 0.0000
23 2.79737 0.6D+WE2 Combination 3.886 -0.944 0.000 0.0000 0.0000
23 2.79737 0.6D+WE2 Combination 3.888 -0.923 0.000 0.0000 0.0000
23 2.95641 0.6D+WE2 Combination 3.897 -0.896 0.000 0.0000 0.0000
23 5.91283 0.6D+WE2 Combination 4.065 -0.406 0.000 0.0000 0.0000
24 0.00000 D+Co+L Combination -53.385 -34.523 0.000 0.0000 0.0000
24 1.47821 D+Co+L Combination -52.892 -29.594 0.000 0.0000 0.0000
24 2.95641 D+Co+L Combination -52.400 -24.665 0.000 0.0000 0.0000
24 0.00000 0.6D+WE1 Combination 54.119 29.901 0.000 0.0000 0.0000
24 1.47821 0.6D+WE1 Combination 54.203 25.476 0.000 0.0000 0.0000
24 2.95641 0.6D+WE1 Combination 54.287 21.051 0.000 0.0000 0.0000
24 0.00000 0.6D+WL Combination 44.432 28.369 0.000 0.0000 0.0000
24 1.47821 0.6D+WL Combination 44.516 23.943 0.000 0.0000 0.0000
24 2.95641 0.6D+WL Combination 44.600 19.518 0.000 0.0000 0.0000
24 0.00000 0.6D+WL1 Combination -13.062 -3.243 0.000 0.0000 0.0000
24 1.47821 0.6D+WL1 Combination -12.978 -2.998 0.000 0.0000 0.0000
24 2.95641 0.6D+WL1 Combination -12.894 -2.753 0.000 0.0000 0.0000

Page 6 of 24
B01.CO#3.2.sdb SAP2000 v16.0.0 - License #
19 April 2017

Table: Element Forces - Frames, Part 1 of 2

Frame Station OutputCase CaseType P V2 V3 T M2
m KN KN KN KN-m KN-m
24 0.00000 0.6D+WR Combination 44.892 23.851 0.000 0.0000 0.0000
24 1.47821 0.6D+WR Combination 44.976 20.588 0.000 0.0000 0.0000
24 2.95641 0.6D+WR Combination 45.060 17.324 0.000 0.0000 0.0000
24 0.00000 0.6D+WR1 Combination -12.602 -7.761 0.000 0.0000 0.0000
24 1.47821 0.6D+WR1 Combination -12.518 -6.354 0.000 0.0000 0.0000
24 2.95641 0.6D+WR1 Combination -12.434 -4.947 0.000 0.0000 0.0000
24 0.00000 D+Co+0.7E1 Combination -21.491 -14.580 0.000 0.0000 0.0000
24 1.47821 D+Co+0.7E1 Combination -21.263 -12.299 0.000 0.0000 0.0000
24 2.95641 D+Co+0.7E1 Combination -21.034 -10.017 0.000 0.0000 0.0000
24 0.00000 D+Co+0.7E2 Combination -28.119 -17.397 0.000 0.0000 0.0000
24 1.47821 D+Co+0.7E2 Combination -27.891 -15.116 0.000 0.0000 0.0000
24 2.95641 D+Co+0.7E2 Combination -27.663 -12.834 0.000 0.0000 0.0000
24 0.00000 0.6D+0.7E1 Combination -5.853 -4.478 0.000 0.0000 0.0000
24 1.47821 0.6D+0.7E1 Combination -5.769 -3.638 0.000 0.0000 0.0000
24 2.95641 0.6D+0.7E1 Combination -5.685 -2.799 0.000 0.0000 0.0000
24 0.00000 0.6D+0.7E2 Combination -12.481 -7.295 0.000 0.0000 0.0000
24 1.47821 0.6D+0.7E2 Combination -12.397 -6.455 0.000 0.0000 0.0000
24 2.95641 0.6D+0.7E2 Combination -12.314 -5.616 0.000 0.0000 0.0000
24 0.00000 0.6D+WE2 Combination 3.391 -2.387 0.000 0.0000 0.0000
24 1.47821 0.6D+WE2 Combination 3.475 -2.142 0.000 0.0000 0.0000
24 2.95641 0.6D+WE2 Combination 3.559 -1.897 0.000 0.0000 0.0000
25 0.00000 D+Co+L Combination -52.400 -24.665 0.000 0.0000 0.0000
25 1.47821 D+Co+L Combination -51.907 -19.736 0.000 0.0000 0.0000
25 2.95641 D+Co+L Combination -51.414 -14.807 0.000 0.0000 0.0000
25 0.00000 0.6D+WE1 Combination 54.287 21.051 0.000 0.0000 0.0000
25 1.47821 0.6D+WE1 Combination 54.371 16.626 0.000 0.0000 0.0000
25 2.95641 0.6D+WE1 Combination 54.455 12.200 0.000 0.0000 0.0000
25 0.00000 0.6D+WL Combination 44.600 19.518 0.000 0.0000 0.0000
25 1.47821 0.6D+WL Combination 44.684 15.093 0.000 0.0000 0.0000
25 2.95641 0.6D+WL Combination 44.768 10.668 0.000 0.0000 0.0000
25 0.00000 0.6D+WL1 Combination -12.894 -2.753 0.000 0.0000 0.0000
25 1.47821 0.6D+WL1 Combination -12.810 -2.508 0.000 0.0000 0.0000
25 2.95641 0.6D+WL1 Combination -12.726 -2.263 0.000 0.0000 0.0000
25 0.00000 0.6D+WR Combination 45.060 17.324 0.000 0.0000 0.0000
25 1.47821 0.6D+WR Combination 45.144 14.061 0.000 0.0000 0.0000
25 2.95641 0.6D+WR Combination 45.228 10.798 0.000 0.0000 0.0000
25 0.00000 0.6D+WR1 Combination -12.434 -4.947 0.000 0.0000 0.0000
25 1.47821 0.6D+WR1 Combination -12.350 -3.540 0.000 0.0000 0.0000
25 2.95641 0.6D+WR1 Combination -12.266 -2.133 0.000 0.0000 0.0000
25 0.00000 D+Co+0.7E1 Combination -21.871 -9.934 0.000 0.0000 0.0000
25 1.47821 D+Co+0.7E1 Combination -21.643 -7.652 0.000 0.0000 0.0000
25 2.95641 D+Co+0.7E1 Combination -21.415 -5.371 0.000 0.0000 0.0000
25 0.00000 D+Co+0.7E2 Combination -26.826 -12.918 0.000 0.0000 0.0000
25 1.47821 D+Co+0.7E2 Combination -26.598 -10.637 0.000 0.0000 0.0000
25 2.95641 D+Co+0.7E2 Combination -26.370 -8.355 0.000 0.0000 0.0000
25 0.00000 0.6D+0.7E1 Combination -6.522 -2.715 0.000 0.0000 0.0000
25 1.47821 0.6D+0.7E1 Combination -6.438 -1.876 0.000 0.0000 0.0000
25 2.95641 0.6D+0.7E1 Combination -6.354 -1.037 0.000 0.0000 0.0000
25 0.00000 0.6D+0.7E2 Combination -11.477 -5.700 0.000 0.0000 0.0000
25 1.47821 0.6D+0.7E2 Combination -11.393 -4.861 0.000 0.0000 0.0000
25 2.95641 0.6D+0.7E2 Combination -11.309 -4.021 0.000 0.0000 0.0000
25 0.00000 0.6D+WE2 Combination 3.559 -1.897 0.000 0.0000 0.0000
25 1.47821 0.6D+WE2 Combination 3.643 -1.652 0.000 0.0000 0.0000
25 2.95641 0.6D+WE2 Combination 3.727 -1.407 0.000 0.0000 0.0000

Page 7 of 24
B01.CO#3.2.sdb SAP2000 v16.0.0 - License #
19 April 2017

Table: Element Forces - Frames, Part 1 of 2

Frame Station OutputCase CaseType P V2 V3 T M2
m KN KN KN KN-m KN-m
26 0.00000 D+Co+L Combination -53.385 -34.523 0.000 0.0000 0.0000
26 1.47821 D+Co+L Combination -52.892 -29.594 0.000 0.0000 0.0000
26 2.95641 D+Co+L Combination -52.400 -24.665 0.000 0.0000 0.0000
26 0.00000 0.6D+WE1 Combination 54.119 29.901 0.000 0.0000 0.0000
26 1.47821 0.6D+WE1 Combination 54.203 25.476 0.000 0.0000 0.0000
26 2.95641 0.6D+WE1 Combination 54.287 21.051 0.000 0.0000 0.0000
26 0.00000 0.6D+WL Combination 44.892 23.851 0.000 0.0000 0.0000
26 1.47821 0.6D+WL Combination 44.976 20.588 0.000 0.0000 0.0000
26 2.95641 0.6D+WL Combination 45.060 17.324 0.000 0.0000 0.0000
26 0.00000 0.6D+WL1 Combination -12.602 -7.761 0.000 0.0000 0.0000
26 1.47821 0.6D+WL1 Combination -12.518 -6.354 0.000 0.0000 0.0000
26 2.95641 0.6D+WL1 Combination -12.434 -4.947 0.000 0.0000 0.0000
26 0.00000 0.6D+WR Combination 44.432 28.369 0.000 0.0000 0.0000
26 1.47821 0.6D+WR Combination 44.516 23.943 0.000 0.0000 0.0000
26 2.95641 0.6D+WR Combination 44.600 19.518 0.000 0.0000 0.0000
26 0.00000 0.6D+WR1 Combination -13.062 -3.243 0.000 0.0000 0.0000
26 1.47821 0.6D+WR1 Combination -12.978 -2.998 0.000 0.0000 0.0000
26 2.95641 0.6D+WR1 Combination -12.894 -2.753 0.000 0.0000 0.0000
26 0.00000 D+Co+0.7E1 Combination -28.119 -17.397 0.000 0.0000 0.0000
26 1.47821 D+Co+0.7E1 Combination -27.891 -15.116 0.000 0.0000 0.0000
26 2.95641 D+Co+0.7E1 Combination -27.663 -12.834 0.000 0.0000 0.0000
26 0.00000 D+Co+0.7E2 Combination -21.491 -14.580 0.000 0.0000 0.0000
26 1.47821 D+Co+0.7E2 Combination -21.263 -12.299 0.000 0.0000 0.0000
26 2.95641 D+Co+0.7E2 Combination -21.034 -10.017 0.000 0.0000 0.0000
26 0.00000 0.6D+0.7E1 Combination -12.481 -7.295 0.000 0.0000 0.0000
26 1.47821 0.6D+0.7E1 Combination -12.397 -6.455 0.000 0.0000 0.0000
26 2.95641 0.6D+0.7E1 Combination -12.314 -5.616 0.000 0.0000 0.0000
26 0.00000 0.6D+0.7E2 Combination -5.853 -4.478 0.000 0.0000 0.0000
26 1.47821 0.6D+0.7E2 Combination -5.769 -3.638 0.000 0.0000 0.0000
26 2.95641 0.6D+0.7E2 Combination -5.685 -2.799 0.000 0.0000 0.0000
26 0.00000 0.6D+WE2 Combination 3.391 -2.387 0.000 0.0000 0.0000
26 1.47821 0.6D+WE2 Combination 3.475 -2.142 0.000 0.0000 0.0000
26 2.95641 0.6D+WE2 Combination 3.559 -1.897 0.000 0.0000 0.0000
27 0.00000 D+Co+L Combination -52.400 -24.665 0.000 0.0000 0.0000
27 1.47821 D+Co+L Combination -51.907 -19.736 0.000 0.0000 0.0000
27 2.95641 D+Co+L Combination -51.414 -14.807 0.000 0.0000 0.0000
27 0.00000 0.6D+WE1 Combination 54.287 21.051 0.000 0.0000 0.0000
27 1.47821 0.6D+WE1 Combination 54.371 16.626 0.000 0.0000 0.0000
27 2.95641 0.6D+WE1 Combination 54.455 12.200 0.000 0.0000 0.0000
27 0.00000 0.6D+WL Combination 45.060 17.324 0.000 0.0000 0.0000
27 1.47821 0.6D+WL Combination 45.144 14.061 0.000 0.0000 0.0000
27 2.95641 0.6D+WL Combination 45.228 10.798 0.000 0.0000 0.0000
27 0.00000 0.6D+WL1 Combination -12.434 -4.947 0.000 0.0000 0.0000
27 1.47821 0.6D+WL1 Combination -12.350 -3.540 0.000 0.0000 0.0000
27 2.95641 0.6D+WL1 Combination -12.266 -2.133 0.000 0.0000 0.0000
27 0.00000 0.6D+WR Combination 44.600 19.518 0.000 0.0000 0.0000
27 1.47821 0.6D+WR Combination 44.684 15.093 0.000 0.0000 0.0000
27 2.95641 0.6D+WR Combination 44.768 10.668 0.000 0.0000 0.0000
27 0.00000 0.6D+WR1 Combination -12.894 -2.753 0.000 0.0000 0.0000
27 1.47821 0.6D+WR1 Combination -12.810 -2.508 0.000 0.0000 0.0000
27 2.95641 0.6D+WR1 Combination -12.726 -2.263 0.000 0.0000 0.0000
27 0.00000 D+Co+0.7E1 Combination -26.826 -12.918 0.000 0.0000 0.0000
27 1.47821 D+Co+0.7E1 Combination -26.598 -10.637 0.000 0.0000 0.0000
27 2.95641 D+Co+0.7E1 Combination -26.370 -8.355 0.000 0.0000 0.0000

Page 8 of 24
B01.CO#3.2.sdb SAP2000 v16.0.0 - License #
19 April 2017

Table: Element Forces - Frames, Part 1 of 2

Frame Station OutputCase CaseType P V2 V3 T M2
m KN KN KN KN-m KN-m
27 0.00000 D+Co+0.7E2 Combination -21.871 -9.934 0.000 0.0000 0.0000
27 1.47821 D+Co+0.7E2 Combination -21.643 -7.652 0.000 0.0000 0.0000
27 2.95641 D+Co+0.7E2 Combination -21.415 -5.371 0.000 0.0000 0.0000
27 0.00000 0.6D+0.7E1 Combination -11.477 -5.700 0.000 0.0000 0.0000
27 1.47821 0.6D+0.7E1 Combination -11.393 -4.861 0.000 0.0000 0.0000
27 2.95641 0.6D+0.7E1 Combination -11.309 -4.021 0.000 0.0000 0.0000
27 0.00000 0.6D+0.7E2 Combination -6.522 -2.715 0.000 0.0000 0.0000
27 1.47821 0.6D+0.7E2 Combination -6.438 -1.876 0.000 0.0000 0.0000
27 2.95641 0.6D+0.7E2 Combination -6.354 -1.037 0.000 0.0000 0.0000
27 0.00000 0.6D+WE2 Combination 3.559 -1.897 0.000 0.0000 0.0000
27 1.47821 0.6D+WE2 Combination 3.643 -1.652 0.000 0.0000 0.0000
27 2.95641 0.6D+WE2 Combination 3.727 -1.407 0.000 0.0000 0.0000

Table: Element Forces - Frames, Part 2 of 2

Table: Element Forces - Frames, Part 2 of 2
Frame Station OutputCase M3 FrameElem ElemStation
m KN-m m
3 0.00000 D+Co+L 2.776E-17 3-1 0.00000
3 2.96758 D+Co+L 5.864E-17 3-1 2.96758
3 5.93517 D+Co+L 8.953E-17 3-1 5.93517
3 0.00000 0.6D+WE1 5.551E-17 3-1 0.00000
3 2.96758 0.6D+WE1 6.9092 3-1 2.96758
3 5.93517 0.6D+WE1 1.066E-14 3-1 5.93517
3 0.00000 0.6D+WL -5.551E-17 3-1 0.00000
3 2.96758 0.6D+WL -7.301E-17 3-1 2.96758
3 5.93517 0.6D+WL -9.052E-17 3-1 5.93517
3 0.00000 0.6D+WL1 0.0000 3-1 0.00000
3 2.96758 0.6D+WL1 5.148E-19 3-1 2.96758
3 5.93517 0.6D+WL1 1.030E-18 3-1 5.93517
3 0.00000 0.6D+WR 0.0000 3-1 0.00000
3 2.96758 0.6D+WR -3.809E-17 3-1 2.96758
3 5.93517 0.6D+WR -7.619E-17 3-1 5.93517
3 0.00000 0.6D+WR1 0.0000 3-1 0.00000
3 2.96758 0.6D+WR1 4.376E-18 3-1 2.96758
3 5.93517 0.6D+WR1 8.751E-18 3-1 5.93517
3 0.00000 D+Co+0.7E1 0.0000 3-1 0.00000
3 2.96758 D+Co+0.7E1 -2.203E-16 3-1 2.96758
3 5.93517 D+Co+0.7E1 -4.407E-16 3-1 5.93517
3 0.00000 D+Co+0.7E2 0.0000 3-1 0.00000
3 2.96758 D+Co+0.7E2 2.409E-16 3-1 2.96758
3 5.93517 D+Co+0.7E2 4.818E-16 3-1 5.93517
3 0.00000 0.6D+0.7E1 0.0000 3-1 0.00000
3 2.96758 0.6D+0.7E1 -2.275E-16 3-1 2.96758
3 5.93517 0.6D+0.7E1 -4.551E-16 3-1 5.93517
3 0.00000 0.6D+0.7E2 0.0000 3-1 0.00000
3 2.96758 0.6D+0.7E2 2.337E-16 3-1 2.96758
3 5.93517 0.6D+0.7E2 4.674E-16 3-1 5.93517
3 0.00000 0.6D+WE2 0.0000 3-1 0.00000
3 2.96758 0.6D+WE2 1.802E-18 3-1 2.96758
3 5.93517 0.6D+WE2 3.604E-18 3-1 5.93517
4 0.00000 D+Co+L 0.0000 4-1 0.00000
4 2.96758 D+Co+L -3.604E-17 4-1 2.96758

Page 9 of 24
B01.CO#3.2.sdb SAP2000 v16.0.0 - License #
19 April 2017

Table: Element Forces - Frames, Part 2 of 2

Frame Station OutputCase M3 FrameElem ElemStation
m KN-m m
4 5.93517 D+Co+L -7.207E-17 4-1 5.93517
4 0.00000 0.6D+WE1 -1.665E-16 4-1 0.00000
4 2.96758 0.6D+WE1 -6.9092 4-1 2.96758
4 5.93517 0.6D+WE1 -1.689E-14 4-1 5.93517
4 0.00000 0.6D+WL 0.0000 4-1 0.00000
4 2.96758 0.6D+WL 1.441E-17 4-1 2.96758
4 5.93517 0.6D+WL 2.883E-17 4-1 5.93517
4 0.00000 0.6D+WL1 0.0000 4-1 0.00000
4 2.96758 0.6D+WL1 -8.751E-18 4-1 2.96758
4 5.93517 0.6D+WL1 -1.750E-17 4-1 5.93517
4 0.00000 0.6D+WR 5.551E-17 4-1 0.00000
4 2.96758 0.6D+WR 6.993E-17 4-1 2.96758
4 5.93517 0.6D+WR 8.434E-17 4-1 5.93517
4 0.00000 0.6D+WR1 6.939E-18 4-1 0.00000
4 2.96758 0.6D+WR1 7.614E-19 4-1 2.96758
4 5.93517 0.6D+WR1 -5.416E-18 4-1 5.93517
4 0.00000 D+Co+0.7E1 0.0000 4-1 0.00000
4 2.96758 D+Co+0.7E1 -2.461E-16 4-1 2.96758
4 5.93517 D+Co+0.7E1 -4.921E-16 4-1 5.93517
4 0.00000 D+Co+0.7E2 0.0000 4-1 0.00000
4 2.96758 D+Co+0.7E2 2.152E-16 4-1 2.96758
4 5.93517 D+Co+0.7E2 4.304E-16 4-1 5.93517
4 0.00000 0.6D+0.7E1 0.0000 4-1 0.00000
4 2.96758 0.6D+0.7E1 -2.368E-16 4-1 2.96758
4 5.93517 0.6D+0.7E1 -4.736E-16 4-1 5.93517
4 0.00000 0.6D+0.7E2 0.0000 4-1 0.00000
4 2.96758 0.6D+0.7E2 2.245E-16 4-1 2.96758
4 5.93517 0.6D+0.7E2 4.489E-16 4-1 5.93517
4 0.00000 0.6D+WE2 1.735E-18 4-1 0.00000
4 2.96758 0.6D+WE2 -1.869E-18 4-1 2.96758
4 5.93517 0.6D+WE2 -5.472E-18 4-1 5.93517
18 0.00000 D+Co+L 0.5551 18-1 0.00000
18 2.43750 D+Co+L 127.8494 18-1 2.43750
18 4.87500 D+Co+L 255.0121 18-1 4.87500
18 0.00000 0.6D+WE1 -0.4483 18-1 0.00000
18 2.43750 0.6D+WE1 -100.8439 18-1 2.43750
18 4.87500 0.6D+WE1 -218.4011 18-1 4.87500
18 0.00000 0.6D+WL -0.4234 18-1 0.00000
18 2.43750 0.6D+WL -100.5970 18-1 2.43750
18 4.87500 0.6D+WL -202.4778 18-1 4.87500
18 0.00000 0.6D+WL1 0.0695 18-1 0.00000
18 2.43750 0.6D+WL1 6.3125 18-1 2.43750
18 4.87500 0.6D+WL1 29.6392 18-1 4.87500
18 0.00000 0.6D+WR -0.3487 18-1 0.00000
18 2.43750 0.6D+WR -81.9808 18-1 2.43750
18 4.87500 0.6D+WR -179.0472 18-1 4.87500
18 0.00000 0.6D+WR1 0.1441 18-1 0.00000
18 2.43750 0.6D+WR1 24.9287 18-1 2.43750
18 4.87500 0.6D+WR1 53.0698 18-1 4.87500
18 0.00000 D+Co+0.7E1 0.2556 18-1 0.00000
18 2.43750 D+Co+0.7E1 47.6670 18-1 2.43750
18 4.87500 D+Co+0.7E1 94.9469 18-1 4.87500
18 0.00000 D+Co+0.7E2 0.2902 18-1 0.00000
18 2.43750 D+Co+0.7E2 71.4720 18-1 2.43750

Page 10 of 24
B01.CO#3.2.sdb SAP2000 v16.0.0 - License #
19 April 2017

Table: Element Forces - Frames, Part 2 of 2

Frame Station OutputCase M3 FrameElem ElemStation
m KN-m m
18 4.87500 D+Co+0.7E2 142.5222 18-1 4.87500
18 0.00000 0.6D+0.7E1 0.0900 18-1 0.00000
18 2.43750 0.6D+0.7E1 10.1836 18-1 2.43750
18 4.87500 0.6D+0.7E1 20.1982 18-1 4.87500
18 0.00000 0.6D+0.7E2 0.1246 18-1 0.00000
18 2.43750 0.6D+0.7E2 33.9885 18-1 2.43750
18 4.87500 0.6D+0.7E2 67.7735 18-1 4.87500
18 0.00000 0.6D+WE2 0.0446 18-1 0.00000
18 2.43750 0.6D+WE2 17.6782 18-1 2.43750
18 4.87500 0.6D+WE2 18.1502 18-1 4.87500
19 0.00000 D+Co+L -0.5551 19-1 0.00000
19 2.43750 D+Co+L -127.8494 19-1 2.43750
19 4.87500 D+Co+L -255.0121 19-1 4.87500
19 0.00000 0.6D+WE1 0.4483 19-1 0.00000
19 2.43750 0.6D+WE1 100.8439 19-1 2.43750
19 4.87500 0.6D+WE1 218.4011 19-1 4.87500
19 0.00000 0.6D+WL 0.3487 19-1 0.00000
19 2.43750 0.6D+WL 81.9808 19-1 2.43750
19 4.87500 0.6D+WL 179.0472 19-1 4.87500
19 0.00000 0.6D+WL1 -0.1441 19-1 0.00000
19 2.43750 0.6D+WL1 -24.9287 19-1 2.43750
19 4.87500 0.6D+WL1 -53.0698 19-1 4.87500
19 0.00000 0.6D+WR 0.4234 19-1 0.00000
19 2.43750 0.6D+WR 100.5970 19-1 2.43750
19 4.87500 0.6D+WR 202.4778 19-1 4.87500
19 0.00000 0.6D+WR1 -0.0695 19-1 0.00000
19 2.43750 0.6D+WR1 -6.3125 19-1 2.43750
19 4.87500 0.6D+WR1 -29.6392 19-1 4.87500
19 0.00000 D+Co+0.7E1 -0.2902 19-1 0.00000
19 2.43750 D+Co+0.7E1 -71.4720 19-1 2.43750
19 4.87500 D+Co+0.7E1 -142.5222 19-1 4.87500
19 0.00000 D+Co+0.7E2 -0.2556 19-1 0.00000
19 2.43750 D+Co+0.7E2 -47.6670 19-1 2.43750
19 4.87500 D+Co+0.7E2 -94.9469 19-1 4.87500
19 0.00000 0.6D+0.7E1 -0.1246 19-1 0.00000
19 2.43750 0.6D+0.7E1 -33.9885 19-1 2.43750
19 4.87500 0.6D+0.7E1 -67.7735 19-1 4.87500
19 0.00000 0.6D+0.7E2 -0.0900 19-1 0.00000
19 2.43750 0.6D+0.7E2 -10.1836 19-1 2.43750
19 4.87500 0.6D+0.7E2 -20.1982 19-1 4.87500
19 0.00000 0.6D+WE2 -0.0446 19-1 0.00000
19 2.43750 0.6D+WE2 -17.6782 19-1 2.43750
19 4.87500 0.6D+WE2 -18.1502 19-1 4.87500
20 0.15000 D+Co+L -235.2997 20-1 0.15000
20 1.99964 D+Co+L -152.7538 20-1 1.99964
20 3.84928 D+Co+L -82.1589 20-1 3.84928
20 0.15000 0.6D+WE1 201.3475 20-1 0.15000
20 1.99964 0.6D+WE1 130.3870 20-1 1.99964
20 3.84928 0.6D+WE1 69.3458 20-1 3.84928
20 0.15000 0.6D+WL 186.2503 20-1 0.15000
20 1.99964 0.6D+WL 118.2636 20-1 1.99964
20 3.84928 0.6D+WL 60.1964 20-1 3.84928
20 0.15000 0.6D+WL1 -27.6875 20-1 0.15000
20 1.99964 0.6D+WL1 -20.1680 20-1 1.99964

Page 11 of 24
B01.CO#3.2.sdb SAP2000 v16.0.0 - License #
19 April 2017

Table: Element Forces - Frames, Part 2 of 2

Frame Station OutputCase M3 FrameElem ElemStation
m KN-m m
20 3.84928 0.6D+WL1 -13.5377 20-1 3.84928
20 0.15000 0.6D+WR 165.6958 20-1 0.15000
20 1.99964 0.6D+WR 110.0933 20-1 1.99964
20 3.84928 0.6D+WR 61.7206 20-1 3.84928
20 0.15000 0.6D+WR1 -48.2420 20-1 0.15000
20 1.99964 0.6D+WR1 -28.3383 20-1 1.99964
20 3.84928 0.6D+WR1 -12.0135 20-1 3.84928
20 0.15000 D+Co+0.7E1 -86.3021 20-1 0.15000
20 1.99964 D+Co+0.7E1 -50.1368 20-1 1.99964
20 3.84928 D+Co+0.7E1 -19.7903 20-1 3.84928
20 0.15000 D+Co+0.7E2 -132.6597 20-1 0.15000
20 1.99964 D+Co+0.7E2 -91.5134 20-1 1.99964
20 3.84928 D+Co+0.7E2 -56.1857 20-1 3.84928
20 0.15000 0.6D+0.7E1 -17.3466 20-1 0.15000
20 1.99964 0.6D+0.7E1 -5.4215 20-1 1.99964
20 3.84928 0.6D+0.7E1 4.2388 20-1 3.84928
20 0.15000 0.6D+0.7E2 -63.7042 20-1 0.15000
20 1.99964 0.6D+0.7E2 -46.7980 20-1 1.99964
20 3.84928 0.6D+0.7E2 -32.1565 20-1 3.84928
20 0.15000 0.6D+WE2 -16.9310 20-1 0.15000
20 1.99964 0.6D+WE2 -11.2310 20-1 1.99964
20 3.84928 0.6D+WE2 -6.4203 20-1 3.84928
21 0.00000 D+Co+L 63.6830 21-1 0.00000
21 2.79737 D+Co+L 92.0585 21-1 2.79737
21 2.79737 D+Co+L 92.0585 21-2 0.00000
21 2.95641 D+Co+L 92.8823 21-2 0.15905
21 5.91283 D+Co+L 92.8382 21-2 3.11546
21 0.00000 0.6D+WE1 -55.1245 21-1 0.00000
21 2.79737 0.6D+WE1 -77.5404 21-1 2.79737
21 2.79737 0.6D+WE1 -76.7761 21-2 0.00000
21 2.95641 0.6D+WE1 -77.2725 21-2 0.15905
21 5.91283 0.6D+WE1 -72.7128 21-2 3.11546
21 0.00000 0.6D+WL -55.2112 21-1 0.00000
21 2.79737 0.6D+WL -73.3395 21-1 2.79737
21 2.79737 0.6D+WL -73.3395 21-2 0.00000
21 2.95641 0.6D+WL -73.6698 21-2 0.15905
21 5.91283 0.6D+WL -66.0423 21-2 3.11546
21 0.00000 0.6D+WL1 2.7420 21-1 0.00000
21 2.79737 0.6D+WL1 8.4257 21-1 2.79737
21 2.79737 0.6D+WL1 8.4257 21-2 0.00000
21 2.95641 0.6D+WL1 8.7065 21-2 0.15905
21 5.91283 0.6D+WL1 13.1432 21-2 3.11546
21 0.00000 0.6D+WR -40.7162 21-1 0.00000
21 2.79737 0.6D+WR -62.2858 21-1 2.79737
21 2.79737 0.6D+WR -62.2858 21-2 0.00000
21 2.95641 0.6D+WR -62.9966 21-2 0.15905
21 5.91283 0.6D+WR -66.0423 21-2 3.11546
21 0.00000 0.6D+WR1 17.2371 21-1 0.00000
21 2.79737 0.6D+WR1 19.4794 21-1 2.79737
21 2.79737 0.6D+WR1 19.4794 21-2 0.00000
21 2.95641 0.6D+WR1 19.3797 21-2 0.15905
21 5.91283 0.6D+WR1 13.1432 21-2 3.11546
21 0.00000 D+Co+0.7E1 39.1923 21-1 0.00000
21 2.79737 D+Co+0.7E1 47.9380 21-1 2.79737

Page 12 of 24
B01.CO#3.2.sdb SAP2000 v16.0.0 - License #
19 April 2017

Table: Element Forces - Frames, Part 2 of 2

Frame Station OutputCase M3 FrameElem ElemStation
m KN-m m
21 2.79737 D+Co+0.7E1 47.9380 21-2 0.00000
21 2.95641 D+Co+0.7E1 48.0519 21-2 0.15905
21 5.91283 D+Co+0.7E1 43.0624 21-2 3.11546
21 0.00000 D+Co+0.7E2 19.9488 21-1 0.00000
21 2.79737 D+Co+0.7E2 37.5238 21-1 2.79737
21 2.79737 D+Co+0.7E2 37.5238 21-2 0.00000
21 2.95641 D+Co+0.7E2 38.1694 21-2 0.15905
21 5.91283 D+Co+0.7E2 43.0624 21-2 3.11546
21 0.00000 0.6D+0.7E1 20.5418 21-1 0.00000
21 2.79737 0.6D+0.7E1 20.9803 21-1 2.79737
21 2.79737 0.6D+0.7E1 20.9803 21-2 0.00000
21 2.95641 0.6D+0.7E1 20.8536 21-2 0.15905
21 5.91283 0.6D+0.7E1 15.8825 21-2 3.11546
21 0.00000 0.6D+0.7E2 1.2983 21-1 0.00000
21 2.79737 0.6D+0.7E2 10.5662 21-1 2.79737
21 2.79737 0.6D+0.7E2 10.5662 21-2 0.00000
21 2.95641 0.6D+0.7E2 10.9711 21-2 0.15905
21 5.91283 0.6D+0.7E2 15.8825 21-2 3.11546
21 0.00000 0.6D+WE2 4.7971 21-1 0.00000
21 2.79737 0.6D+WE2 8.0857 21-1 2.79737
21 2.79737 0.6D+WE2 8.0857 21-2 0.00000
21 2.95641 0.6D+WE2 8.2304 21-2 0.15905
21 5.91283 0.6D+WE2 10.1560 21-2 3.11546
22 0.15000 D+Co+L -235.2997 22-1 0.15000
22 1.99964 D+Co+L -152.7538 22-1 1.99964
22 3.84928 D+Co+L -82.1589 22-1 3.84928
22 0.15000 0.6D+WE1 201.3475 22-1 0.15000
22 1.99964 0.6D+WE1 130.3870 22-1 1.99964
22 3.84928 0.6D+WE1 69.3458 22-1 3.84928
22 0.15000 0.6D+WL 165.6958 22-1 0.15000
22 1.99964 0.6D+WL 110.0933 22-1 1.99964
22 3.84928 0.6D+WL 61.7206 22-1 3.84928
22 0.15000 0.6D+WL1 -48.2420 22-1 0.15000
22 1.99964 0.6D+WL1 -28.3383 22-1 1.99964
22 3.84928 0.6D+WL1 -12.0135 22-1 3.84928
22 0.15000 0.6D+WR 186.2503 22-1 0.15000
22 1.99964 0.6D+WR 118.2636 22-1 1.99964
22 3.84928 0.6D+WR 60.1964 22-1 3.84928
22 0.15000 0.6D+WR1 -27.6875 22-1 0.15000
22 1.99964 0.6D+WR1 -20.1680 22-1 1.99964
22 3.84928 0.6D+WR1 -13.5377 22-1 3.84928
22 0.15000 D+Co+0.7E1 -132.6597 22-1 0.15000
22 1.99964 D+Co+0.7E1 -91.5134 22-1 1.99964
22 3.84928 D+Co+0.7E1 -56.1857 22-1 3.84928
22 0.15000 D+Co+0.7E2 -86.3021 22-1 0.15000
22 1.99964 D+Co+0.7E2 -50.1368 22-1 1.99964
22 3.84928 D+Co+0.7E2 -19.7903 22-1 3.84928
22 0.15000 0.6D+0.7E1 -63.7042 22-1 0.15000
22 1.99964 0.6D+0.7E1 -46.7980 22-1 1.99964
22 3.84928 0.6D+0.7E1 -32.1565 22-1 3.84928
22 0.15000 0.6D+0.7E2 -17.3466 22-1 0.15000
22 1.99964 0.6D+0.7E2 -5.4215 22-1 1.99964
22 3.84928 0.6D+0.7E2 4.2388 22-1 3.84928
22 0.15000 0.6D+WE2 -16.9310 22-1 0.15000

Page 13 of 24
B01.CO#3.2.sdb SAP2000 v16.0.0 - License #
19 April 2017

Table: Element Forces - Frames, Part 2 of 2

Frame Station OutputCase M3 FrameElem ElemStation
m KN-m m
22 1.99964 0.6D+WE2 -11.2310 22-1 1.99964
22 3.84928 0.6D+WE2 -6.4203 22-1 3.84928
23 0.00000 D+Co+L 63.6830 23-1 0.00000
23 2.79737 D+Co+L 92.0585 23-1 2.79737
23 2.79737 D+Co+L 92.0585 23-2 0.00000
23 2.95641 D+Co+L 92.8823 23-2 0.15905
23 5.91283 D+Co+L 92.8382 23-2 3.11546
23 0.00000 0.6D+WE1 -55.1245 23-1 0.00000
23 2.79737 0.6D+WE1 -77.5404 23-1 2.79737
23 2.79737 0.6D+WE1 -76.7761 23-2 0.00000
23 2.95641 0.6D+WE1 -77.2725 23-2 0.15905
23 5.91283 0.6D+WE1 -72.7128 23-2 3.11546
23 0.00000 0.6D+WL -40.7162 23-1 0.00000
23 2.79737 0.6D+WL -62.2858 23-1 2.79737
23 2.79737 0.6D+WL -62.2858 23-2 0.00000
23 2.95641 0.6D+WL -62.9966 23-2 0.15905
23 5.91283 0.6D+WL -66.0423 23-2 3.11546
23 0.00000 0.6D+WL1 17.2371 23-1 0.00000
23 2.79737 0.6D+WL1 19.4794 23-1 2.79737
23 2.79737 0.6D+WL1 19.4794 23-2 0.00000
23 2.95641 0.6D+WL1 19.3797 23-2 0.15905
23 5.91283 0.6D+WL1 13.1432 23-2 3.11546
23 0.00000 0.6D+WR -55.2112 23-1 0.00000
23 2.79737 0.6D+WR -73.3395 23-1 2.79737
23 2.79737 0.6D+WR -73.3395 23-2 0.00000
23 2.95641 0.6D+WR -73.6698 23-2 0.15905
23 5.91283 0.6D+WR -66.0423 23-2 3.11546
23 0.00000 0.6D+WR1 2.7420 23-1 0.00000
23 2.79737 0.6D+WR1 8.4257 23-1 2.79737
23 2.79737 0.6D+WR1 8.4257 23-2 0.00000
23 2.95641 0.6D+WR1 8.7065 23-2 0.15905
23 5.91283 0.6D+WR1 13.1432 23-2 3.11546
23 0.00000 D+Co+0.7E1 19.9488 23-1 0.00000
23 2.79737 D+Co+0.7E1 37.5238 23-1 2.79737
23 2.79737 D+Co+0.7E1 37.5238 23-2 0.00000
23 2.95641 D+Co+0.7E1 38.1694 23-2 0.15905
23 5.91283 D+Co+0.7E1 43.0624 23-2 3.11546
23 0.00000 D+Co+0.7E2 39.1923 23-1 0.00000
23 2.79737 D+Co+0.7E2 47.9380 23-1 2.79737
23 2.79737 D+Co+0.7E2 47.9380 23-2 0.00000
23 2.95641 D+Co+0.7E2 48.0519 23-2 0.15905
23 5.91283 D+Co+0.7E2 43.0624 23-2 3.11546
23 0.00000 0.6D+0.7E1 1.2983 23-1 0.00000
23 2.79737 0.6D+0.7E1 10.5662 23-1 2.79737
23 2.79737 0.6D+0.7E1 10.5662 23-2 0.00000
23 2.95641 0.6D+0.7E1 10.9711 23-2 0.15905
23 5.91283 0.6D+0.7E1 15.8825 23-2 3.11546
23 0.00000 0.6D+0.7E2 20.5418 23-1 0.00000
23 2.79737 0.6D+0.7E2 20.9803 23-1 2.79737
23 2.79737 0.6D+0.7E2 20.9803 23-2 0.00000
23 2.95641 0.6D+0.7E2 20.8536 23-2 0.15905
23 5.91283 0.6D+0.7E2 15.8825 23-2 3.11546
23 0.00000 0.6D+WE2 4.7971 23-1 0.00000
23 2.79737 0.6D+WE2 8.0857 23-1 2.79737

Page 14 of 24
B01.CO#3.2.sdb SAP2000 v16.0.0 - License #
19 April 2017

Table: Element Forces - Frames, Part 2 of 2

Frame Station OutputCase M3 FrameElem ElemStation
m KN-m m
23 2.79737 0.6D+WE2 8.0857 23-2 0.00000
23 2.95641 0.6D+WE2 8.2304 23-2 0.15905
23 5.91283 0.6D+WE2 10.1560 23-2 3.11546
24 0.00000 D+Co+L -82.1589 24-1 0.00000
24 1.47821 D+Co+L -34.7694 24-1 1.47821
24 2.95641 D+Co+L 5.3341 24-1 2.95641
24 0.00000 0.6D+WE1 69.3458 24-1 0.00000
24 1.47821 0.6D+WE1 28.4161 24-1 1.47821
24 2.95641 0.6D+WE1 -5.9722 24-1 2.95641
24 0.00000 0.6D+WL 60.1964 24-1 0.00000
24 1.47821 0.6D+WL 21.5323 24-1 1.47821
24 2.95641 0.6D+WL -10.5903 24-1 2.95641
24 0.00000 0.6D+WL1 -13.5377 24-1 0.00000
24 1.47821 0.6D+WL1 -8.9247 24-1 1.47821
24 2.95641 0.6D+WL1 -4.6738 24-1 2.95641
24 0.00000 0.6D+WR 61.7206 24-1 0.00000
24 1.47821 0.6D+WR 28.8760 24-1 1.47821
24 2.95641 0.6D+WR 0.8551 24-1 2.95641
24 0.00000 0.6D+WR1 -12.0135 24-1 0.00000
24 1.47821 0.6D+WR1 -1.5810 24-1 1.47821
24 2.95641 0.6D+WR1 6.7715 24-1 2.95641
24 0.00000 D+Co+0.7E1 -19.7903 24-1 0.00000
24 1.47821 D+Co+0.7E1 0.0756 24-1 1.47821
24 2.95641 D+Co+0.7E1 16.5692 24-1 2.95641
24 0.00000 D+Co+0.7E2 -56.1857 24-1 0.00000
24 1.47821 D+Co+0.7E2 -32.1555 24-1 1.47821
24 2.95641 D+Co+0.7E2 -11.4976 24-1 2.95641
24 0.00000 0.6D+0.7E1 4.2388 24-1 0.00000
24 1.47821 0.6D+0.7E1 10.2374 24-1 1.47821
24 2.95641 0.6D+0.7E1 14.9953 24-1 2.95641
24 0.00000 0.6D+0.7E2 -32.1565 24-1 0.00000
24 1.47821 0.6D+0.7E2 -21.9937 24-1 1.47821
24 2.95641 0.6D+0.7E2 -13.0716 24-1 2.95641
24 0.00000 0.6D+WE2 -6.4203 24-1 0.00000
24 1.47821 0.6D+WE2 -3.0729 24-1 1.47821
24 2.95641 0.6D+WE2 -0.0876 24-1 2.95641
25 0.00000 D+Co+L 5.3341 25-1 0.00000
25 1.47821 D+Co+L 38.1515 25-1 1.47821
25 2.95641 D+Co+L 63.6830 25-1 2.95641
25 0.00000 0.6D+WE1 -5.9722 25-1 0.00000
25 1.47821 0.6D+WE1 -33.8191 25-1 1.47821
25 2.95641 0.6D+WE1 -55.1245 25-1 2.95641
25 0.00000 0.6D+WL -10.5903 25-1 0.00000
25 1.47821 0.6D+WL -36.1714 25-1 1.47821
25 2.95641 0.6D+WL -55.2112 25-1 2.95641
25 0.00000 0.6D+WL1 -4.6738 25-1 0.00000
25 1.47821 0.6D+WL1 -0.7849 25-1 1.47821
25 2.95641 0.6D+WL1 2.7420 25-1 2.95641
25 0.00000 0.6D+WR 0.8551 25-1 0.00000
25 1.47821 0.6D+WR -22.3423 25-1 1.47821
25 2.95641 0.6D+WR -40.7162 25-1 2.95641
25 0.00000 0.6D+WR1 6.7715 25-1 0.00000
25 1.47821 0.6D+WR1 13.0442 25-1 1.47821
25 2.95641 0.6D+WR1 17.2371 25-1 2.95641

Page 15 of 24
B01.CO#3.2.sdb SAP2000 v16.0.0 - License #
19 April 2017

Table: Element Forces - Frames, Part 2 of 2

Frame Station OutputCase M3 FrameElem ElemStation
m KN-m m
25 0.00000 D+Co+0.7E1 16.5692 25-1 0.00000
25 1.47821 D+Co+0.7E1 29.5669 25-1 1.47821
25 2.95641 D+Co+0.7E1 39.1923 25-1 2.95641
25 0.00000 D+Co+0.7E2 -11.4976 25-1 0.00000
25 1.47821 D+Co+0.7E2 5.9117 25-1 1.47821
25 2.95641 D+Co+0.7E2 19.9488 25-1 2.95641
25 0.00000 0.6D+0.7E1 14.9953 25-1 0.00000
25 1.47821 0.6D+0.7E1 18.3888 25-1 1.47821
25 2.95641 0.6D+0.7E1 20.5418 25-1 2.95641
25 0.00000 0.6D+0.7E2 -13.0716 25-1 0.00000
25 1.47821 0.6D+0.7E2 -5.2663 25-1 1.47821
25 2.95641 0.6D+0.7E2 1.2983 25-1 2.95641
25 0.00000 0.6D+WE2 -0.0876 25-1 0.00000
25 1.47821 0.6D+WE2 2.5358 25-1 1.47821
25 2.95641 0.6D+WE2 4.7971 25-1 2.95641
26 0.00000 D+Co+L -82.1589 26-1 0.00000
26 1.47821 D+Co+L -34.7694 26-1 1.47821
26 2.95641 D+Co+L 5.3341 26-1 2.95641
26 0.00000 0.6D+WE1 69.3458 26-1 0.00000
26 1.47821 0.6D+WE1 28.4161 26-1 1.47821
26 2.95641 0.6D+WE1 -5.9722 26-1 2.95641
26 0.00000 0.6D+WL 61.7206 26-1 0.00000
26 1.47821 0.6D+WL 28.8760 26-1 1.47821
26 2.95641 0.6D+WL 0.8551 26-1 2.95641
26 0.00000 0.6D+WL1 -12.0135 26-1 0.00000
26 1.47821 0.6D+WL1 -1.5810 26-1 1.47821
26 2.95641 0.6D+WL1 6.7715 26-1 2.95641
26 0.00000 0.6D+WR 60.1964 26-1 0.00000
26 1.47821 0.6D+WR 21.5323 26-1 1.47821
26 2.95641 0.6D+WR -10.5903 26-1 2.95641
26 0.00000 0.6D+WR1 -13.5377 26-1 0.00000
26 1.47821 0.6D+WR1 -8.9247 26-1 1.47821
26 2.95641 0.6D+WR1 -4.6738 26-1 2.95641
26 0.00000 D+Co+0.7E1 -56.1857 26-1 0.00000
26 1.47821 D+Co+0.7E1 -32.1555 26-1 1.47821
26 2.95641 D+Co+0.7E1 -11.4976 26-1 2.95641
26 0.00000 D+Co+0.7E2 -19.7903 26-1 0.00000
26 1.47821 D+Co+0.7E2 0.0756 26-1 1.47821
26 2.95641 D+Co+0.7E2 16.5692 26-1 2.95641
26 0.00000 0.6D+0.7E1 -32.1565 26-1 0.00000
26 1.47821 0.6D+0.7E1 -21.9937 26-1 1.47821
26 2.95641 0.6D+0.7E1 -13.0716 26-1 2.95641
26 0.00000 0.6D+0.7E2 4.2388 26-1 0.00000
26 1.47821 0.6D+0.7E2 10.2374 26-1 1.47821
26 2.95641 0.6D+0.7E2 14.9953 26-1 2.95641
26 0.00000 0.6D+WE2 -6.4203 26-1 0.00000
26 1.47821 0.6D+WE2 -3.0729 26-1 1.47821
26 2.95641 0.6D+WE2 -0.0876 26-1 2.95641
27 0.00000 D+Co+L 5.3341 27-1 0.00000
27 1.47821 D+Co+L 38.1515 27-1 1.47821
27 2.95641 D+Co+L 63.6830 27-1 2.95641
27 0.00000 0.6D+WE1 -5.9722 27-1 0.00000
27 1.47821 0.6D+WE1 -33.8191 27-1 1.47821
27 2.95641 0.6D+WE1 -55.1245 27-1 2.95641

Page 16 of 24
B01.CO#3.2.sdb SAP2000 v16.0.0 - License #
19 April 2017

Table: Element Forces - Frames, Part 2 of 2

Frame Station OutputCase M3 FrameElem ElemStation
m KN-m m
27 0.00000 0.6D+WL 0.8551 27-1 0.00000
27 1.47821 0.6D+WL -22.3423 27-1 1.47821
27 2.95641 0.6D+WL -40.7162 27-1 2.95641
27 0.00000 0.6D+WL1 6.7715 27-1 0.00000
27 1.47821 0.6D+WL1 13.0442 27-1 1.47821
27 2.95641 0.6D+WL1 17.2371 27-1 2.95641
27 0.00000 0.6D+WR -10.5903 27-1 0.00000
27 1.47821 0.6D+WR -36.1714 27-1 1.47821
27 2.95641 0.6D+WR -55.2112 27-1 2.95641
27 0.00000 0.6D+WR1 -4.6738 27-1 0.00000
27 1.47821 0.6D+WR1 -0.7849 27-1 1.47821
27 2.95641 0.6D+WR1 2.7420 27-1 2.95641
27 0.00000 D+Co+0.7E1 -11.4976 27-1 0.00000
27 1.47821 D+Co+0.7E1 5.9117 27-1 1.47821
27 2.95641 D+Co+0.7E1 19.9488 27-1 2.95641
27 0.00000 D+Co+0.7E2 16.5692 27-1 0.00000
27 1.47821 D+Co+0.7E2 29.5669 27-1 1.47821
27 2.95641 D+Co+0.7E2 39.1923 27-1 2.95641
27 0.00000 0.6D+0.7E1 -13.0716 27-1 0.00000
27 1.47821 0.6D+0.7E1 -5.2663 27-1 1.47821
27 2.95641 0.6D+0.7E1 1.2983 27-1 2.95641
27 0.00000 0.6D+0.7E2 14.9953 27-1 0.00000
27 1.47821 0.6D+0.7E2 18.3888 27-1 1.47821
27 2.95641 0.6D+0.7E2 20.5418 27-1 2.95641
27 0.00000 0.6D+WE2 -0.0876 27-1 0.00000
27 1.47821 0.6D+WE2 2.5358 27-1 1.47821
27 2.95641 0.6D+WE2 4.7971 27-1 2.95641

Table: Frame Loads - Distributed, Part 1 of 3

Table: Frame Loads - Distributed, Part 1 of 3
Frame LoadPat CoordSys Type Dir DistType RelDistA

18 WL GLOBAL Force X RelDist 0.0000

18 WR GLOBAL Force X RelDist 0.0000
18 WL1 GLOBAL Force X RelDist 0.0000
18 WR1 GLOBAL Force X RelDist 0.0000
18 WE1 GLOBAL Force X RelDist 0.0000
18 WE2 GLOBAL Force X RelDist 0.0000
19 WE2 GLOBAL Force X RelDist 0.0000
19 WL GLOBAL Force X RelDist 0.0000
19 WR GLOBAL Force X RelDist 0.0000
19 WL1 GLOBAL Force X RelDist 0.0000
19 WR1 GLOBAL Force X RelDist 0.0000
19 WE1 GLOBAL Force X RelDist 0.0000
20 DEAD GLOBAL Force Gravity RelDist 0.0000
20 L GLOBAL Force Gravity RelDist 0.0000
20 WL Local Force 2 RelDist 0.0000
20 WR Local Force 2 RelDist 0.0000
20 WL1 Local Force 2 RelDist 0.0000
20 WR1 Local Force 2 RelDist 0.0000
20 WE1 Local Force 2 RelDist 0.0000
20 WE2 Local Force 2 RelDist 0.0000

Page 17 of 24
B01.CO#3.2.sdb SAP2000 v16.0.0 - License #
19 April 2017

Table: Frame Loads - Distributed, Part 1 of 3

Frame LoadPat CoordSys Type Dir DistType RelDistA

20 Co GLOBAL Force Gravity RelDist 0.0000

21 DEAD GLOBAL Force Gravity RelDist 0.0000
21 L GLOBAL Force Gravity RelDist 0.0000
21 WL Local Force 2 RelDist 0.0000
21 WL Local Force 2 RelDist 0.9618
21 WR Local Force 2 RelDist 0.0000
21 WL1 Local Force 2 RelDist 0.0000
21 WL1 Local Force 2 RelDist 0.9618
21 WR1 Local Force 2 RelDist 0.0000
21 WE1 Local Force 2 RelDist 0.0000
21 WE2 Local Force 2 RelDist 0.0000
21 Co GLOBAL Force Gravity RelDist 0.0000
22 DEAD GLOBAL Force Gravity RelDist 0.0000
22 L GLOBAL Force Gravity RelDist 0.0000
22 WL Local Force 2 RelDist 0.0000
22 WR Local Force 2 RelDist 0.0000
22 WL1 Local Force 2 RelDist 0.0000
22 WR1 Local Force 2 RelDist 0.0000
22 WE1 Local Force 2 RelDist 0.0000
22 WE2 Local Force 2 RelDist 0.0000
22 Co GLOBAL Force Gravity RelDist 0.0000
23 DEAD GLOBAL Force Gravity RelDist 0.0000
23 L GLOBAL Force Gravity RelDist 0.0000
23 WL Local Force 2 RelDist 0.0000
23 WR Local Force 2 RelDist 0.0000
23 WR Local Force 2 RelDist 0.9618
23 WL1 Local Force 2 RelDist 0.0000
23 WR1 Local Force 2 RelDist 0.0000
23 WR1 Local Force 2 RelDist 0.9618
23 WE1 Local Force 2 RelDist 0.0000
23 WE2 Local Force 2 RelDist 0.0000
23 Co GLOBAL Force Gravity RelDist 0.0000
24 DEAD GLOBAL Force Gravity RelDist 0.0000
24 L GLOBAL Force Gravity RelDist 0.0000
24 WL Local Force 2 RelDist 0.0000
24 WR Local Force 2 RelDist 0.0000
24 WL1 Local Force 2 RelDist 0.0000
24 WR1 Local Force 2 RelDist 0.0000
24 WE1 Local Force 2 RelDist 0.0000
24 WE2 Local Force 2 RelDist 0.0000
24 Co GLOBAL Force Gravity RelDist 0.0000
25 DEAD GLOBAL Force Gravity RelDist 0.0000
25 L GLOBAL Force Gravity RelDist 0.0000
25 WL Local Force 2 RelDist 0.0000
25 WR Local Force 2 RelDist 0.0000
25 WL1 Local Force 2 RelDist 0.0000
25 WR1 Local Force 2 RelDist 0.0000
25 WE1 Local Force 2 RelDist 0.0000
25 WE2 Local Force 2 RelDist 0.0000
25 Co GLOBAL Force Gravity RelDist 0.0000
26 DEAD GLOBAL Force Gravity RelDist 0.0000
26 L GLOBAL Force Gravity RelDist 0.0000
26 WL Local Force 2 RelDist 0.0000
26 WR Local Force 2 RelDist 0.0000

Page 18 of 24
B01.CO#3.2.sdb SAP2000 v16.0.0 - License #
19 April 2017

Table: Frame Loads - Distributed, Part 1 of 3

Frame LoadPat CoordSys Type Dir DistType RelDistA

26 WL1 Local Force 2 RelDist 0.0000

26 WR1 Local Force 2 RelDist 0.0000
26 WE1 Local Force 2 RelDist 0.0000
26 WE2 Local Force 2 RelDist 0.0000
26 Co GLOBAL Force Gravity RelDist 0.0000
27 DEAD GLOBAL Force Gravity RelDist 0.0000
27 L GLOBAL Force Gravity RelDist 0.0000
27 WL Local Force 2 RelDist 0.0000
27 WR Local Force 2 RelDist 0.0000
27 WL1 Local Force 2 RelDist 0.0000
27 WR1 Local Force 2 RelDist 0.0000
27 WE1 Local Force 2 RelDist 0.0000
27 WE2 Local Force 2 RelDist 0.0000
27 Co GLOBAL Force Gravity RelDist 0.0000
3 WE1 GLOBAL Force X RelDist 0.0000
4 WE1 GLOBAL Force X RelDist 0.0000

Table: Frame Loads - Distributed, Part 2 of 3

Table: Frame Loads - Distributed, Part 2 of 3
Frame LoadPat RelDistB AbsDistA AbsDistB FOverLA FOverLB
m m KN/m KN/m
18 WL 1.0000 0.00000 4.87500 -0.27 -0.27
18 WR 1.0000 0.00000 4.87500 -2.58 -2.58
18 WL1 1.0000 0.00000 4.87500 2.89 2.89
18 WR1 1.0000 0.00000 4.87500 0.58 0.58
18 WE1 1.0000 0.00000 4.87500 -2.87 -2.87
18 WE2 1.0000 0.00000 4.87500 -2.87 -2.87
19 WE2 1.0000 0.00000 4.87500 2.87 2.87
19 WL 1.0000 0.00000 4.87500 2.58 2.58
19 WR 1.0000 0.00000 4.87500 0.27 0.27
19 WL1 1.0000 0.00000 4.87500 -0.58 -0.58
19 WR1 1.0000 0.00000 4.87500 -2.89 -2.89
19 WE1 1.0000 0.00000 4.87500 2.87 2.87
20 DEAD 1.0000 0.00000 3.84928 0.60 0.60
20 L 1.0000 0.00000 3.84928 1.80 1.80
20 WL 1.0000 0.00000 3.84928 3.56 3.56
20 WR 1.0000 0.00000 3.84928 2.78 2.78
20 WL1 1.0000 0.00000 3.84928 0.40 0.40
20 WR1 1.0000 0.00000 3.84928 -0.38 -0.38
20 WE1 1.0000 0.00000 3.84928 3.56 3.56
20 WE2 1.0000 0.00000 3.84928 0.40 0.40
20 Co 1.0000 0.00000 3.84928 0.60 0.60
21 DEAD 1.0000 0.00000 5.91283 0.60 0.60
21 L 1.0000 0.00000 5.91283 1.80 1.80
21 WL 0.9618 0.00000 5.68671 3.56 3.56
21 WL 1.0000 5.68671 5.91283 2.78 2.78
21 WR 1.0000 0.00000 5.91283 2.78 2.78
21 WL1 0.9618 0.00000 5.68671 0.40 0.40
21 WL1 1.0000 5.68671 5.91283 -0.38 -0.38
21 WR1 1.0000 0.00000 5.91283 -0.38 -0.38
21 WE1 1.0000 0.00000 5.91283 3.56 3.56
21 WE2 1.0000 0.00000 5.91283 0.40 0.40

Page 19 of 24
B01.CO#3.2.sdb SAP2000 v16.0.0 - License #
19 April 2017

Table: Frame Loads - Distributed, Part 2 of 3

Frame LoadPat RelDistB AbsDistA AbsDistB FOverLA FOverLB
m m KN/m KN/m
21 Co 1.0000 0.00000 5.91283 0.60 0.60
22 DEAD 1.0000 0.00000 3.84928 0.60 0.60
22 L 1.0000 0.00000 3.84928 1.80 1.80
22 WL 1.0000 0.00000 3.84928 2.78 2.78
22 WR 1.0000 0.00000 3.84928 3.56 3.56
22 WL1 1.0000 0.00000 3.84928 -0.38 -0.38
22 WR1 1.0000 0.00000 3.84928 0.40 0.40
22 WE1 1.0000 0.00000 3.84928 3.56 3.56
22 WE2 1.0000 0.00000 3.84928 0.40 0.40
22 Co 1.0000 0.00000 3.84928 0.60 0.60
23 DEAD 1.0000 0.00000 5.91283 0.60 0.60
23 L 1.0000 0.00000 5.91283 1.80 1.80
23 WL 1.0000 0.00000 5.91283 2.78 2.78
23 WR 0.9618 0.00000 5.68671 3.56 3.56
23 WR 1.0000 5.68671 5.91283 2.78 2.78
23 WL1 1.0000 0.00000 5.91283 -0.38 -0.38
23 WR1 0.9618 0.00000 5.68671 0.40 0.40
23 WR1 1.0000 5.68671 5.91283 -0.38 -0.38
23 WE1 1.0000 0.00000 5.91283 3.56 3.56
23 WE2 1.0000 0.00000 5.91283 0.40 0.40
23 Co 1.0000 0.00000 5.91283 0.60 0.60
24 DEAD 1.0000 0.00000 2.95641 0.60 0.60
24 L 1.0000 0.00000 2.95641 1.80 1.80
24 WL 1.0000 0.00000 2.95641 3.56 3.56
24 WR 1.0000 0.00000 2.95641 2.78 2.78
24 WL1 1.0000 0.00000 2.95641 0.40 0.40
24 WR1 1.0000 0.00000 2.95641 -0.38 -0.38
24 WE1 1.0000 0.00000 2.95641 3.56 3.56
24 WE2 1.0000 0.00000 2.95641 0.40 0.40
24 Co 1.0000 0.00000 2.95641 0.60 0.60
25 DEAD 1.0000 0.00000 2.95641 0.60 0.60
25 L 1.0000 0.00000 2.95641 1.80 1.80
25 WL 1.0000 0.00000 2.95641 3.56 3.56
25 WR 1.0000 0.00000 2.95641 2.78 2.78
25 WL1 1.0000 0.00000 2.95641 0.40 0.40
25 WR1 1.0000 0.00000 2.95641 -0.38 -0.38
25 WE1 1.0000 0.00000 2.95641 3.56 3.56
25 WE2 1.0000 0.00000 2.95641 0.40 0.40
25 Co 1.0000 0.00000 2.95641 0.60 0.60
26 DEAD 1.0000 0.00000 2.95641 0.60 0.60
26 L 1.0000 0.00000 2.95641 1.80 1.80
26 WL 1.0000 0.00000 2.95641 2.78 2.78
26 WR 1.0000 0.00000 2.95641 3.56 3.56
26 WL1 1.0000 0.00000 2.95641 -0.38 -0.38
26 WR1 1.0000 0.00000 2.95641 0.40 0.40
26 WE1 1.0000 0.00000 2.95641 3.56 3.56
26 WE2 1.0000 0.00000 2.95641 0.40 0.40
26 Co 1.0000 0.00000 2.95641 0.60 0.60
27 DEAD 1.0000 0.00000 2.95641 0.60 0.60
27 L 1.0000 0.00000 2.95641 1.80 1.80
27 WL 1.0000 0.00000 2.95641 2.78 2.78
27 WR 1.0000 0.00000 2.95641 3.56 3.56
27 WL1 1.0000 0.00000 2.95641 -0.38 -0.38
27 WR1 1.0000 0.00000 2.95641 0.40 0.40

Page 20 of 24
B01.CO#3.2.sdb SAP2000 v16.0.0 - License #
19 April 2017

Table: Frame Loads - Distributed, Part 2 of 3

Frame LoadPat RelDistB AbsDistA AbsDistB FOverLA FOverLB
m m KN/m KN/m
27 WE1 1.0000 0.00000 2.95641 3.56 3.56
27 WE2 1.0000 0.00000 2.95641 0.40 0.40
27 Co 1.0000 0.00000 2.95641 0.60 0.60
3 WE1 1.0000 0.00000 6.09500 -1.57 -1.57
4 WE1 1.0000 0.00000 6.09500 1.57 1.57

Table: Frame Loads - Distributed, Part 3 of 3

Table: Frame Loads - Distributed, Part 3 of 3
Frame LoadPat GUID

18 WL
18 WR
18 WL1
18 WR1
18 WE1
18 WE2
19 WE2
19 WL
19 WR
19 WL1
19 WR1
19 WE1
20 DEAD
20 L
20 WL
20 WR
20 WL1
20 WR1
20 WE1
20 WE2
20 Co
21 DEAD
21 L
21 WL
21 WL
21 WR
21 WL1
21 WL1
21 WR1
21 WE1
21 WE2
21 Co
22 DEAD
22 L
22 WL
22 WR
22 WL1
22 WR1
22 WE1
22 WE2
22 Co
23 DEAD

Page 21 of 24
B01.CO#3.2.sdb SAP2000 v16.0.0 - License #
19 April 2017

Table: Frame Loads - Distributed, Part 3 of 3

Frame LoadPat GUID

23 L
23 WL
23 WR
23 WR
23 WL1
23 WR1
23 WR1
23 WE1
23 WE2
23 Co
24 DEAD
24 L
24 WL
24 WR
24 WL1
24 WR1
24 WE1
24 WE2
24 Co
25 DEAD
25 L
25 WL
25 WR
25 WL1
25 WR1
25 WE1
25 WE2
25 Co
26 DEAD
26 L
26 WL
26 WR
26 WL1
26 WR1
26 WE1
26 WE2
26 Co
27 DEAD
27 L
27 WL
27 WR
27 WL1
27 WR1
27 WE1
27 WE2
27 Co
3 WE1
4 WE1

Page 22 of 24
B01.CO#3.2.sdb SAP2000 v16.0.0 - License #
19 April 2017

Table: Frame Section Assignments, Part 1 of 2

Table: Frame Section Assignments, Part 1 of 2
Frame SectionType AutoSelect AnalSect DesignSect MatProp

3 Box/Tube N.A. Tube150x150x5 Tube150x150x5 Default

4 Box/Tube N.A. Tube150x150x5 Tube150x150x5 Default
18 Nonprismatic N.A. (300-750).5-180.10 (300-750).5-180.10 Default
19 Nonprismatic N.A. (300-750).5-180.10 (300-750).5-180.10 Default
20 I/Wide Flange N.A. 600.5-180.10 600.5-180.10 Default
21 I/Wide Flange N.A. 600.4-180.6 600.4-180.6 Default
22 I/Wide Flange N.A. 600.5-180.10 600.5-180.10 Default
23 I/Wide Flange N.A. 600.4-180.6 600.4-180.6 Default
24 I/Wide Flange N.A. 600.4-180.6 600.4-180.6 Default
25 I/Wide Flange N.A. 600.4-180.6 600.4-180.6 Default
26 I/Wide Flange N.A. 600.4-180.6 600.4-180.6 Default
27 I/Wide Flange N.A. 600.4-180.6 600.4-180.6 Default

Table: Frame Section Assignments, Part 2 of 2

Table: Frame Section Assignments, Part 2 of 2
Frame NPSectType NPSectLen NPSectRD
m
3
4
18 Default
19 Default
20
21
22
23
24
25
26
27

Table: Steel Design 1 - Summary Data - AISC-ASD89, Part 1 of 2

Table: Steel Design 1 - Summary Data - AISC-ASD89, Part 1 of 2
Frame DesignSect DesignType Status Ratio RatioType

18 (300-750).5-180.10 Column No Messages 0.740504 PMM

19 (300-750).5-180.10 Column No Messages 0.740504 PMM
20 600.5-180.10 Brace No Messages 0.945730 PMM
21 600.4-180.6 Brace No Messages 0.756040 PMM
22 600.5-180.10 Brace No Messages 0.945730 PMM
23 600.4-180.6 Brace No Messages 0.756040 PMM
24 600.4-180.6 Brace No Messages 0.686547 PMM
25 600.4-180.6 Brace No Messages 0.552485 PMM
26 600.4-180.6 Brace No Messages 0.686547 PMM
27 600.4-180.6 Brace No Messages 0.552485 PMM
3 Tube150x150x5 Column No Messages 0.316522 PMM
4 Tube150x150x5 Column No Messages 0.316522 PMM

Page 23 of 24
B01.CO#3.2.sdb SAP2000 v16.0.0 - License #
19 April 2017

Table: Steel Design 1 - Summary Data - AISC-ASD89, Part 2 of 2

Table: Steel Design 1 - Summary Data - AISC-ASD89, Part 2 of 2
Frame Combo Location ErrMsg WarnMsg
m
18 D+Co+L 4.87500 No Messages No Messages
19 D+Co+L 4.87500 No Messages No Messages
20 D+Co+L 0.15000 No Messages No Messages
21 D+Co+L 2.95641 No Messages No Messages
22 D+Co+L 0.15000 No Messages No Messages
23 D+Co+L 2.95641 No Messages No Messages
24 D+Co+L 0.00000 No Messages No Messages
25 D+Co+L 2.95641 No Messages No Messages
26 D+Co+L 0.00000 No Messages No Messages
27 D+Co+L 2.95641 No Messages No Messages
3 0.6D+WE1 2.96758 No Messages No Messages
4 0.6D+WE1 2.96758 No Messages No Messages

Page 24 of 24
CFS Version 6.0.2 Page 1
Section: 450-150Z15.sct trk
150Z15 PEB Steel Buildings Co., Ltd.

Rev. Date: 9/6/2011 5:33:27 PM

By: HVH

Section Inputs
CFS Version 6.0.2 Page 2
Section: 450-150Z15.sct trk
150Z15 PEB Steel Buildings Co., Ltd.

Rev. Date: 9/6/2011 5:33:27 PM

By: HVH

¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯
Material: A572 Grade 65
No strength increase from cold work of forming.
Modulus of Elasticity, E 203400 MPa
Yield Strength, Fy 450 MPa
Tensile Strength, Fu 551.58 MPa
Warping Constant Override, Cw 0 mm^6
Torsion Constant Override, J 0 mm^4

Stiffened Zee, Thickness 1.5 mm

Placement of Part from Origin:
X to center of gravity 0 mm
Y to center of gravity 0 mm
Outside dimensions, Open shape
Length Angle Radius Web k Hole Size Distance
(mm) (deg) (mm) Coef. (mm) (mm)
1 17.00 -50.000 5.0000 None 0.000 0.00 8.50
2 53.00 0.000 5.0000 Single 0.000 0.00 26.50
3 150.00 90.000 5.0000 Zee 0.000 0.00 75.00
4 53.00 0.000 5.0000 Single 0.000 0.00 26.50
5 17.00 -50.000 5.0000 None 0.000 0.00 8.50
CFS Version 6.0.2 Page 1
Section: 2x150Z15.sct trk
2x150Z15 PEB Steel Buildings Co., Ltd.

Rev. Date: 9/23/2011 8:41:26 AM

By: hvh

Section Inputs
CFS Version 6.0.2 Page 2
Section: 2x150Z15.sct trk
2x150Z15 PEB Steel Buildings Co., Ltd.

Rev. Date: 9/23/2011 8:41:26 AM

By: hvh

¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯
Material: A572 Grade 65
No strength increase from cold work of forming.
Modulus of Elasticity, E 203400 MPa
Yield Strength, Fy 450 MPa
Tensile Strength, Fu 551.58 MPa
Warping Constant Override, Cw 0 mm^6
Torsion Constant Override, J 0 mm^4
Connector Spacing 0 mm

Part 1, Thickness 1.5 mm

Placement of Part from Origin:
X to center of gravity -0.75 mm
Y to center of gravity 2.25 mm
Outside dimensions, Open shape
Length Angle Radius Web k Hole Size Distance
(mm) (deg) (mm) Coef. (mm) (mm)
1 17.00 -50.000 5.0000 None 0.000 0.00 8.50
2 53.00 0.000 5.0000 Single 0.000 0.00 26.50
3 150.00 90.000 5.0000 Zee 0.000 0.00 75.00
4 53.00 0.000 5.0000 Single 0.000 0.00 26.50
5 17.00 -50.000 5.0000 None 0.000 0.00 8.50

Part 2, Thickness 1.5 mm

Placement of Part from Origin:
X to center of gravity 0.75 mm
Y to center of gravity 0.75 mm
Outside dimensions, Open shape
Length Angle Radius Web k Hole Size Distance
(mm) (deg) (mm) Coef. (mm) (mm)
1 17.00 -50.000 5.0000 None 0.000 0.00 8.50
2 53.00 0.000 5.0000 Single 0.000 0.00 26.50
3 150.00 90.000 5.0000 Zee 0.000 0.00 75.00
4 53.00 0.000 5.0000 Single 0.000 0.00 26.50
5 17.00 -50.000 5.0000 None 0.000 0.00 8.50
CFS Version 6.0.2 Page 1
Analysis: purlin.3@6m-1@9m-2@5.5m@1500.wind130.anl trk
5-Span Beams with Laps PEB Steel Buildings Co., Ltd.

Rev. Date: 4/18/2017 4:42:36 PM

By: trk

Analysis Inputs
¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯
Members
Section File Revision Date and Time
1 450-150Z15.sct 9/6/2011 5:33:27 PM
2 450-150Z15.sct 9/6/2011 5:33:27 PM
3 450-150Z15.sct 9/6/2011 5:33:27 PM
4 2x150Z15.sct 9/23/2011 8:41:26 AM
5 450-150Z15.sct 9/6/2011 5:33:27 PM
6 450-150Z15.sct 9/6/2011 5:33:27 PM

Start Loc. End Loc. Braced R k ex ey

(m) (m) Flange (kN) (mm) (mm)
1 0.000 6.755 Top 0.0000 0.0000 0.00 0.00
2 5.245 12.375 Top 0.0000 0.0000 0.00 0.00
3 11.625 19.200 Top 0.0000 0.0000 0.00 0.00
4 16.800 28.200 Top 0.0000 0.0000 0.00 0.00
5 25.800 32.875 Top 0.0000 0.0000 0.00 0.00
6 32.125 38.000 Top 0.0000 0.0000 0.00 0.00

Supports
Type Location Bearing Fastened K
(m) (mm)
1 XYT 0.000 150.0 No 1.0000
2 XT 2.000 25.4 No 1.0000
3 XT 4.000 25.4 No 1.0000
4 XYT 6.000 150.0 No 1.0000
5 XT 9.000 25.4 No 1.0000
6 XYT 12.000 150.0 No 1.0000
7 XT 15.000 25.4 No 1.0000
8 XYT 18.000 150.0 No 1.0000
9 XT 20.250 25.4 No 1.0000
10 XT 22.500 25.4 No 1.0000
11 XT 24.750 25.4 No 1.0000
12 XYT 27.000 150.0 No 1.0000
13 XT 29.750 25.4 No 1.0000
14 XYT 32.500 150.0 No 1.0000
15 XT 34.333 25.4 No 1.0000
16 XT 36.167 25.4 No 1.0000
17 XYT 38.000 25.4 No 1.0000

Loading: Dead Load

Type Angle Start Loc. End Loc. Start End
(deg) (m) (m) Magnitude Magnitude
1 Distributed 90.000 0.000 38.000 -0.1500 -0.1500 kN/m

Loading: Roof Live Load

Type Angle Start Loc. End Loc. Start End
(deg) (m) (m) Magnitude Magnitude
1 Distributed 90.000 0.000 38.000 -0.8600 -0.8600 kN/m

Loading: Wind Load

Type Angle Start Loc. End Loc. Start End
(deg) (m) (m) Magnitude Magnitude
1 Distributed 90.000 0.000 4.000 1.0000 1.0000 kN/m
2 Distributed 90.000 4.000 34.000 0.7000 0.7000 kN/m
3 Distributed 90.000 34.000 38.000 1.0000 1.0000 kN/m

Load Combination: D+Lr

Specification: 2001 North American Specification - US (ASD)
Inflection Point Bracing: No
Loading Factor
1 Dead Load 1.0000
2 Roof Live Load 1.0000
CFS Version 6.0.2 Page 2
Analysis: purlin.3@6m-1@9m-2@5.5m@1500.wind130.anl trk
5-Span Beams with Laps PEB Steel Buildings Co., Ltd.

Rev. Date: 4/18/2017 4:42:36 PM

By: trk

Load Combination: 0.6D+W

Specification: 2001 North American Specification - US (ASD)
Inflection Point Bracing: No
Loading Factor
1 Dead Load 0.6000
2 Wind Load 1.0000

Load Combination: 0.84W

Specification: 2001 North American Specification - US (ASD)
Inflection Point Bracing: No
Loading Factor
1 Wind Load 0.8400

Load Combination: Lr
Specification: 2001 North American Specification - US (ASD)
Inflection Point Bracing: No
Loading Factor
1 Roof Live Load 1.0000

Member Check - 2001 North American Specification - US (ASD)

¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯
Load Combination: D+Lr
Design Parameters at 16.8000 m, Left side:
Lx 6.0000 m Ly 3.0000 m Lt 3.0000 m
Kx 1.0000 Ky 1.0000 Kt 1.0000

Section: 450-150Z15.sct
Material Type: A572 Grade 65, Fy=450 MPa
Cbx 2.1974 Cby 1.0000 ex 0.0000 mm
Cmx 1.0000 Cmy 1.0000 ey 0.0000 mm
Braced Flange: Top Red. Factor, R: 0 Stiffness, k: 0 kN

Loads: P Mx Vy My Vx
(kN) (kN-m) (kN) (kN-m) (kN)
Total 0.000 -2.5608 -2.532 0.0000 0.000
Applied 0.000 -2.5608 -2.532 0.0000 0.000
Strength 27.636 2.8558 15.114 0.9569 22.006

Effective section properties at applied loads:

Ae 419.96 mm^2 Ixe 1450806 mm^4 Iye 301184 mm^4
Sxe(t) 19344 mm^3 Sye(l) 4767 mm^3
Sxe(b) 19344 mm^3 Sye(r) 4767 mm^3

Interaction Equations
NAS Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.897 + 0.000 = 0.897 <= 1.0
NAS Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.897 + 0.000 = 0.897 <= 1.0
NAS Eq. C3.3.1-1 (Mx, Vy) 0.329 + 0.028 = 0.357 <= 1.0
NAS Eq. C3.3.1-1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0