Approved_2025-10-28_ConnexResubmittalStructuralCalcs_25-0.pdf

October 28, 2025

City of West Sacramento Building Division 1110 West Capitol Ave.

West Sacramento, CA 95691 via: buildingpermits@cityofwestsacramento.org

RE: 14 Conex Containers & Shelter Canopies at 4300 Capitol Ave Plan Check No. 25-05-080E Update With Added Responses to Structural Comments

To Building Division, This is an update to prior responses dated September 24th and 26th, 2025 for the above referenced project.

Attached are stamped structural calculations for the connexes with canopies prepared by DOTec Corp., Ali Elawadi, in response to comments S-3, S6-C and S6-D.

Please feel free to call or email should you have questions or require additional information.

Sincerely, Wil l iam Haynes, AIA Principal Architect Haynes Studio Architects C-41361 att:

Structural Calculations (244 pages) Conex Shop Drawings (16 pages)

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60 BEARTOOTH VISTA ROAD C O L U M B U S , M T 5 9 0 1 9

884 GRAPHITE LANE WEST SACRAMENTO, CA 95691

www.haynes-arch.com t e l : ( 4 0 6 ) 6 7 2 - 3 9 2 6 bill@haynes-arch.com mailto:buildingpermits@cityofwestsacramento.org inambaol Text Box

DOTec Corp.

Customized Engineering Solutions

STRUCTURAL CALCULATIONS

OF

Conexwest Shipping Containers

PROJECT NO.: B2510092_000

CLIENT:

BILLING ADDRESS:

ADDRESS: 17100 S Harlan RD.

CITY: Lathrop

STATE: CA

ZIP: 95330

COUNTRY: USA

CLIENT CONTACT INFO

CONTACT: Greg Miner

TEL: 8558785233 Ext 219

FAX: ـــــــــــــــــــــــــــــــ ـ

MOBILE: ـــــــــــــــــــــــــــــــ ـ

E-MAIL: greg.miner@conexwest.com

SITE ADDRESS:

ADDRESS: - SEAL:

CITY: Sacramento

STATE: CA

ZIP: -

CONFIRM ZIP: -

COUNTRY: USA

REVISION HISTORY

# DATE DESCRIPTION

PREPARED

BY

CHECKED

BY

01 08/15/2025 First Submittal MMH AAL

Acceptance and use of this report by any party constitutes a contractual agreement that the Engineers’ total liability arising out of or in any way related to this analysis and report shall not exceed the total sum paid to the Engineer for the services provided.

Liability does not exist beyond the analysis contained in this report.

Copyright. Dotec Engineering

424 Jefferson St., St. Charles, MO 63301. Phone: (636) 724-9872

: 000 Revision No : Conexwest Shipping Containers Client Name

: AAL Checked By : MMH Designer : 10-15-2025 Date : B2510092_000 Job Number

TABLE OF CONTENTS

1 PROJECT OVERVIEW

2 INTRODUCTION

3 STANDARDS AND CODES

4 MATERIAL PROPERTIES

5 STRUCTURAL ANALYSIS CRITERIA

6 LOAD CALCULATION

7 STRUCTURE ANALYSIS

A 8X20 CONTAINER

B 8X40 CONTAINER

1 PROJECT OVERVIEW

Figure-1: 3D views of the structure

2 INTRODUCTION

The purpose of this report is to present the structural analysis and design check for four proposed containers (2 TYPES: 20X8 & 40X8), expected loads, and combinations to ensure that this project is safe under all load combinations according to the standard.

3 STANDARDS AND CODES

- The adopted standards in this document are listed as follows:

Code Description

ASCE 7-22 American Society of Civil Engineering

CBC 2022 California Building Code

AISC 360-16 Specification for Structural Steel Buildings

4 MATERIAL PROPERTIES

Structural Aluminum

Rolled shapes and plates ASTM 500

5 STRUCTURAL ANALYSIS CRITERIA

The analysis of the steel system was conducted using RISA 3D Software Package to determine the internal straining actions in structural members and reactions of the structure.

6 LOAD CALCULATION

LOAD CALCULATION

Dead Load:

≔DLR 3 psf Considered Roof Dead Load

≔DLF 10 psf Considered Floor Dead Load

Own Weight is Calculated Using the RISA 3D Program

Considered Canopies Dead Load as the following:

Live Load:

≔LLR 12 psf Considered Roof Live Load

≔LLF 312.50 psf Considered Floor Live Load

≔LLR 5 psf Considered Roof Live Load for the canopies

The Chris Young Building • 424 Jefferson St • Saint Charles, MO 63301, Telephone: (636) 724-9872 • Facsimile:

(636) 493-9332 www.DOTecEngineering.com

Snow Load:

≔Pg 6 psf Ground snow load

≔s ―

Roof slope

≔θ =atan ((s)) 0 deg Roof Angle

≔γ =+⋅0.13 ― Pg ft ⋅14 ―― lbf ft 3

14.78 ―― lbf ft 3 Density of snow <=30 pcf, ASCE 7-22; Section 7.7.1

≔Ce 1.0 Snow exposure factor, (Table 7.3-1; ASCE 7-22)

≔Ct 1.2 Thermal factor, (Table 7-3-2; ASCE 7-22)

≔Cs 1.0 Roof Slope factor, (Figure 7.4-1; ASCE 7-22)

≔Is 1.0 Importance factor, (Table 1.5-2; ASCE 7-22) (For Risk II)

Flat Roof Snow Load

≔Pf =⋅⋅⋅⋅0.7 Ce Ct Is Pg 5.04 psf Equation: 7.3-1, ASCE 7-22

Sloped Roof Snow Load

≔Ps =⋅Cs Pf 5.04 psf Equation: 7.4-1; ASCE 7-22

The Chris Young Building • 424 Jefferson St • Saint Charles, MO 63301, Telephone: (636) 724-9872 • Facsimile:

The Chris Young Building • 424 Jefferson St • Saint Charles, MO 63301, Telephone: (636) 724-9872 • Facsimile:

Wind Load:

For Containers:

Wind Normal to Ridge Wind Exposure: C

≔Vult 93 mph

≔V =Vult 93 mph Wind Speed

≔B 40 ft Horizontal dimension of building, (measured normal to wind direction)

≔L 8 ft Horizontal dimension of building, (measured parallel to wind direction)

≔h 9.50 ft Mean roof height, except that eave height shall be used for degrees≤θ 10

≔Ke 1 Ground elevation factor (Table 26.9-1 of ASCE 7-22)

≔Kz 0.85 Velocity Pressure Exposure Coefficient (Table 26.10-1 of ASCE 7-22)

≔Kzt 1 Topographic Factor (Section 26.8.1 of ASCE 7-22)

≔Kd 0.85 Wind Directionality Factor (Table 26.6-1 of ASCE 7-22)

≔G 0.85 Gust factor (Section 26.11.1 of ASCE 7-22)

≔GCpi_P 0.55 Internal pressure coefficient (Positive); Table 26.13-1 of ASCE 7-22

≔GCpi_N -0.55 Internal pressure coefficient (Negative); Table 26.13-1 of ASCE 7-22

≔qz =⋅⋅⋅⋅⋅0.00256 ――― psf mph 2 Kz Kzt Kd Ke V2 16 psf

L

B

0.2 =― h

L

1.19 ≔θ =atan

⋅15 12

0 deg

External pressure coefficient (Cp)

Cp_WW_Wall

Cp_LW_Wall

Cp_SideWall

Cp_WW_Roof_1

Cp_WW_Roof_2

0.8 -0.5 -0.7 -1.3

-0.18

ASCE 7-22 (Figure 27.3-1)

The Chris Young Building • 424 Jefferson St • Saint Charles, MO 63301, Telephone: (636) 724-9872 • Facsimile:

PWW_Wall_1

PLW_Wall_1

PSideWall_1

PWW_Roof_1

=⋅qz

Cp_WW_Wall

Cp_LW_Wall

Cp_SideWall

Cp_WW_Roof_1

G GCpi_P

2.08 -15.6 -18.32 -26.48 psf

PWW_Wall_2

PLW_Wall_2

PSideWall_2

PWW_Roof_2

=⋅qz

Cp_WW_Wall

Cp_LW_Wall

Cp_SideWall

Cp_WW_Roof_2

G GCpi_P

2.08 -15.6 -18.32 -11.25 psf

PWW_Wall_3

PLW_Wall_3

PSideWall_3

PWW_Roof_3

=⋅qz

Cp_WW_Wall

Cp_LW_Wall

Cp_SideWall

Cp_WW_Roof_1

G GCpi_N

19.68

-0.72 -8.88 psf

PWW_Wall_4

PLW_Wall_4

PSideWall_4

PWW_Roof_4

=⋅qz

Cp_WW_Wall

Cp_LW_Wall

Cp_SideWall

Cp_WW_Roof_2

G GCpi_N

19.68

-0.72 6.35 psf

The Chris Young Building • 424 Jefferson St • Saint Charles, MO 63301, Telephone: (636) 724-9872 • Facsimile:

The Chris Young Building • 424 Jefferson St • Saint Charles, MO 63301, Telephone: (636) 724-9872 • Facsimile:

Wind Parallel to Ridge Wind Exposure: C

≔Vult 93 mph ≔V =Vult 93 mph Wind Speed

≔B 8 ft Horizontal dimension of building, (measured normal to wind direction)

≔L 40 ft Horizontal dimension of building, (measured parallel to wind direction)

≔h 9.50 ft Mean roof height, except that eave height shall be used for degrees≤θ 10

≔Ke 1 Ground elevation factor (Table 26.9-1 of ASCE 7-22)

≔Kz 0.85 Velocity Pressure Exposure Coefficient (Table 26.10-1 of ASCE 7-22)

≔Kzt 1 Topographic Factor (Section 26.8.1 of ASCE 7-22)

≔Kd 0.85 Wind Directionality Factor (Table 26.6-1 of ASCE 7-22)

≔G 0.85 Gust factor (Section 26.11.1 of ASCE 7-22)

≔GCpi_P 0.55 Internal pressure coefficient (Positive); Table 26.13-1 of ASCE 7-22

≔GCpi_N -0.55 Internal pressure coefficient (Negative); Table 26.13-1 of ASCE 7-22

≔qz =⋅⋅⋅⋅⋅0.00256 ――― psf mph 2 Kz Kzt Kd Ke V2 16 psf

L

B 5 =― h

L 0.24

External pressure coefficient (Cp)

Cp_WW_Wall

Cp_LW_Wall

Cp_SideWall

Cp_WW_Roof_1

Cp_WW_Roof_2

0.8 -0.5 -0.7 -0.9

-0.18

ASCE 7-22 (Figure 27.3-1)

The Chris Young Building • 424 Jefferson St • Saint Charles, MO 63301, Telephone: (636) 724-9872 • Facsimile:

PWW_Wall_1

PLW_Wall_1

PSideWall_1

PWW_Roof_1

=⋅qz

Cp_WW_Wall

Cp_LW_Wall

Cp_SideWall

Cp_WW_Roof_1

G GCpi_P

2.08 -15.6 -18.32 -21.04 psf

PWW_Wall_2

PLW_Wall_2

PSideWall_2

PWW_Roof_2

=⋅qz

Cp_WW_Wall

Cp_LW_Wall

Cp_SideWall

Cp_WW_Roof_2

G GCpi_P

2.08 -15.6 -18.32 -11.25 psf

PWW_Wall_3

PLW_Wall_3

PSideWall_3

PWW_Roof_3

=⋅qz

Cp_WW_Wall

Cp_LW_Wall

Cp_SideWall

Cp_WW_Roof_1

G GCpi_N

19.68

-0.72 -3.44 psf

PWW_Wall_4

PLW_Wall_4

PSideWall_4

PWW_Roof_4

=⋅qz

Cp_WW_Wall

Cp_LW_Wall

Cp_SideWall

Cp_WW_Roof_2

G GCpi_N

19.68

-0.72 6.35 psf

The Chris Young Building • 424 Jefferson St • Saint Charles, MO 63301, Telephone: (636) 724-9872 • Facsimile:

The Chris Young Building • 424 Jefferson St • Saint Charles, MO 63301, Telephone: (636) 724-9872 • Facsimile:

Wind Load:

For Canopies:

NORMAL TO RIDGE DIRECTION

Wind Speed, ≔V 93 mph Exposure Category: Exposure C Directionality Factor, ≔Kd 0.85 Topographic Factor, ≔Kzt 1.0 Ground Elevation Factor, ≔Ke 1.0 Gust-Effect Factor, ≔G 0.85

Mean Roof Height, ≔h 12 ft

≔Kh 0.85

Velocity Pressure:

≔qh =⋅⋅⋅⋅⋅0.00256 psf ((mph))2

Kh Kzt Ke Kd V2 15.997 psf

Enclosure Classification: Partially Enclosed Building ≔GCpi_pos 0.55 ≔GCpi_neg -0.55

≔B 40 ft Horizontal dimension of building measured normal to wind direction ≔L 40 ft Horizontal dimension of building measured parallel to wind direction =h 12 ft Mean roof height of building

Roof Angle, ≔θ =atan

0 deg

≔r =―― 12 ft L

0.3 Rise To Span Ratio

L B

1 Note: used to determine Wall Pressure Coefficients

The Chris Young Building • 424 Jefferson St • Saint Charles, MO 63301, Telephone: (636) 724-9872 • Facsimile:

≔CP_roof1 =-1.5 r 0.3 0.15 for Windward Quarter ASCE 7, Figure 27.3-3 ≔CP_roof2 =--0.7 r -1 for Center Half ≔CP_roof3 -0.5 for Leeward Quarter

Proof_1

Proof_2

Proof_3

=⋅qh

-⋅G CP_roof1

CP_roof2

CP_roof3

GCpi_pos

-6.759 -22.396 -15.597 psf

Proof_1'

Proof_2'

Proof_3'

=⋅qh

-⋅G CP_roof1

CP_roof2

CP_roof3

GCpi_neg

10.838 -4.799 psf

PARALLEL TO RIDGE DIRECTION

Enclosure Classification: Partially Enclosed Building ≔GCpi_pos 0.55 ≔GCpi_neg -0.55

≔B 40 ft Horizontal dimension of building measured normal to wind direction ≔L 40 ft Horizontal dimension of building measured parallel to wind direction =h 12 ft Mean roof height of building

=÷L B 1 Note: used to determine Wall Pressure Coefficients

=÷h L 0.3 Note: used to determine Roof Pressure Coefficients

≔CP_roof1 -0.9 From 0:h ASCE 7, Figure 27.3-1

≔CP_roof2 -0.5 From h:2h ASCE 7, Figure 27.3-1

≔CP_roof3 -0.3 For >=2h ASCE 7, Figure 27.3-1

The Chris Young Building • 424 Jefferson St • Saint Charles, MO 63301, Telephone: (636) 724-9872 • Facsimile:

Proof_1

Proof_2

Proof_3

=⋅qh

-⋅G CP_roof1

CP_roof2

CP_roof3

GCpi_pos

-21.036 -15.597 -12.878 psf

Proof_1'

Proof_2'

Proof_3'

=⋅qh

-⋅G CP_roof1

CP_roof2

CP_roof3

GCpi_neg

-3.439 4.719 psf

The Chris Young Building • 424 Jefferson St • Saint Charles, MO 63301, Telephone: (636) 724-9872 • Facsimile:

Earthquakes:

General Input

ASCE 7-22

Risk Category II Soil Site Class Default

USGS-Provided output

≔Ss 0.7 ≔SMS 1.02

≔S1 0.25 ≔SDS 0.68

≔Fv 2.64 Table 11.4-2, ASCE 7-22; for soil site class Default

≔Fa 1.6

≔Sm1 =⋅Fv S1 0.66 Equation:11.4-2; ASCE 7-22

≔SD1 =⋅―

Sm1 0.44 Equation:11.4-4; ASCE 7-22

Seismic design category: D Table 11.6-1 and Table 11.6-2; ASCE 7-22

≔R 3.5 Response Modification factor (Table 12.2-1; ASCE 7-22)

≔Ie 1 Seismic Importance Factor

≔ρ 1.0 Sec. 12.3.4; ASCE 7-22

Seismic Response Coefficient

≔Cs =――

SDS

R Ie

0.19 g ASCE 7-22; Equation 12.8-2

Approximate Fundamental Period ≔Ct 0.028 ASCE 7-22: Table 12.8-2

≔hn 12 ft

≔x 0.8 ASCE 7-22: Table 12.8-2

≔Ta =⎛⎝ ⋅Ct hn x ⎞⎠ 0.2

The Chris Young Building • 424 Jefferson St • Saint Charles, MO 63301, Telephone: (636) 724-9872 • Facsimile:

≔Ta =⎛⎝ ⋅Ct hn x ⎞⎠ 0.2

Maximum Fundamental Period ≔Cu 1.7 ASCE 7-22: Table 12.8-1

≔T =⋅Cu Ta 0.35

≔TL 12 s ASCE 7-22: Figure 22-14

≔Ts =――

SD1

SDS

0.647

=if ⎛⎝ ,,≤T ⋅1.5 Ts “Cs according to eq 12.8-2” “not okay”⎞⎠ “Cs according to eq 12.8-2”

Maximum seismic response coefficient

≔Cs_max =if

,,≤T TL ⋅1.5 ―――

SD1

⋅T R Ie

⋅1.5 ―――

⋅SD1 TL

⋅T2 ⎛ R Ie

0.54

Minimum seismic response coefficient

≔Cs_min =0.5 ― S1

R Ie

0.04

=if ⎛⎝ ,,>>Cs_max Cs Cs_min “OK” “NOT OK”⎞⎠ “OK”

The Chris Young Building • 424 Jefferson St • Saint Charles, MO 63301, Telephone: (636) 724-9872 • Facsimile:

7 STRUCTURE ANALYSIS

A 8X20 CONTAINER

o m p a n y

D e s ig n e r

J o b N u m b e r

M o d e l N a m e

:::: D O

T E

C M

M H

B

C o n e x w e s t S h ip p in g C o n ta in e rs

C h e c k e d B y : A

A L

/1

/2

:4

:2

P

M

R

IS

A -3

D V e rs io n

[ 2 x .r3 d

P a g e m p a n y

D e s ig n e r

J o b N u m b e r

M o d e l N a m e

:::: D O

T E

C M

M H

B

C o n e x w e s t S h ip p in g C o n ta in e rs

C h e c k e d B y : A

A L

/1

/2

:4

:2

P

M

R

IS

A -3

D V e rs io n

[ 2 x .r3 d

P a g

Company Designer Job Number Model Name

DOTEC

MMH

B2510092_000 Conexwest Shipping Containers

Checked By : AAL

10/15/2025

9:42:24 PM

RISA-3D Version 22 [ 20x8.r3d ] Page 3

Node Boundary Conditions

Node Label X [k/in] Y [k/in] Z [k/in]

1 N454 Reaction 2 N486 Reaction 3 N448 Reaction 4 N794 Reaction 5 N867 Reaction 6 N840 Reaction 7 N842 Reaction 8 N859 Reaction 9 N449 Reaction

10 N460 Reaction 11 N451 Reaction 12 N849 Reaction 13 N452 Reaction 14 N462 Reaction 15 N453 Reaction 16 N455 Reaction Reaction Reaction 17 N457 Reaction 18 N854 Reaction 19 N459 Reaction 20 N464 Reaction 21 N481 Reaction 22 N480 Reaction 23 N469 Reaction Reaction Reaction 24 N465 Reaction 25 N868 Reaction 26 N463 Reaction 27 N436 Reaction 28 N467 Reaction 29 N450 Reaction 30 N468 Reaction 31 N471 Reaction 32 N483 Reaction 33 N472 Reaction 34 N475 Reaction 35 N864 Reaction 36 N474 Reaction 37 N476 Reaction 38 N438 Reaction 39 N477 Reaction 40 N470 Reaction Reaction Reaction 41 N440 Reaction 42 N456 Reaction Reaction Reaction 43 N442 Reaction 44 N466 Reaction 45 N478 Reaction 46 N485 Reaction 47 N445 Reaction 48 N479 Reaction 49 N487 Reaction 50 N482 Reaction 51 N446 Reaction 52 N488 Reaction 53 N447 Reaction 54 N762 Reaction 55 N775 Reaction

Job Number Model Name

DOTEC

MMH

B2510092_000 Conexwest Shipping Containers

Checked By : AAL

10/15/2025

9:42:24 PM

RISA-3D Version 22 [ 20x8.r3d ] Page 4

Node Boundary Conditions (Continued)

Node Label X [k/in] Y [k/in] Z [k/in]

56 N785 Reaction 57 N461 Reaction 58 N484 Reaction 59 N458 Reaction 60 N473 Reaction 61 N20 Reaction Reaction Reaction 62 N385 Reaction 63 N401 Reaction 64 N21 Reaction Reaction Reaction 65 N325 Reaction 66 N387 Reaction 67 N308 Reaction 68 N323 Reaction 69 N309 Reaction 70 N395 Reaction 71 N374 Reaction 72 N375 Reaction 73 N390 Reaction 74 N398 Reaction 75 N22 Reaction Reaction Reaction 76 N23 Reaction Reaction Reaction 77 N381 Reaction 78 N383 Reaction 79 N373 Reaction 80 N376 Reaction 81 N389 Reaction 82 N396 Reaction 83 N36 Reaction Reaction Reaction 84 N37 Reaction Reaction Reaction 85 N294 Reaction 86 N307 Reaction 87 N312 Reaction 88 N39 Reaction Reaction Reaction 89 N38 Reaction Reaction Reaction 90 N293 Reaction 91 N306 Reaction 92 N310 Reaction 93 N322 Reaction 94 N324 Reaction 95 N326 Reaction 96 N363 Reaction m p a n y

D e s ig n e r

J o b N u m b e r

M o d e l N a m e

:::: D O

T E

C M

M H

B

C o n e x w e s t S h ip p in g C o n ta in e rs

C h e c k e d B y : A

A L

/1

/2

:4

:2

P

M

R

IS

A -3

D V e rs io n

[ 2 x .r3 d

P a g

Job Number Model Name

DOTEC

MMH

B2510092_000 Conexwest Shipping Containers

Checked By : AAL

10/15/2025

9:42:24 PM

RISA-3D Version 22 [ 20x8.r3d ] Page 6

Hot Rolled Steel Properties

Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] Yield [ksi] Ry Fu [ksi] Rt

1 A992 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 0.3 0.65 0.527 42 1.4 58 1.3 5 A500 Gr.B RECT 29000 11154 0.3 0.65 0.527 46 1.4 58 1.3 6 A500 Gr.C RND 29000 11154 0.3 0.65 0.527 46 1.4 62 1.3 7 A500 Gr.C RECT 29000 11154 0.3 0.65 0.527 50 1.4 62 1.3 8 A53 Gr.B 29000 11154 0.3 0.65 0.49 35 1.6 60 1.2 9 A1085 29000 11154 0.3 0.65 0.49 50 1.4 65 1.3

10 A913 Gr.65 29000 11154 0.3 0.65 0.49 65 1.1 80 1.1 m p a n y

D e s ig n e r

J o b N u m b e r

M o d e l N a m e

:::: D O

T E

C M

M H

B

C o n e x w e s t S h ip p in g C o n ta in e rs

C h e c k e d B y : A

A L

/1

/2

:4

:2

P

M

R

IS

A -3

D V e rs io n

[ 2 x .r3 d

P a g

Job Number Model Name

DOTEC

MMH

B2510092_000 Conexwest Shipping Containers

Checked By : AAL

10/15/2025

9:42:24 PM

RISA-3D Version 22 [ 20x8.r3d ] Page 8

Hot Rolled Steel Section Sets

Label Shape Type Design List Material Design Rule Area [in²] Iyy [in⁴] Izz [in⁴] J [in⁴]

1 C C Beam Single Angle A36 Gr.36 Typical 4.215 108.79 2.348 1.504 2 D D Beam Channel A36 Gr.36 Typical 2.491 3.812 12.135 0.029 3 B B Column Tube A36 Gr.36 Typical 5.376 45.617 41.064 0.11 4 FF FF Beam Channel A36 Gr.36 Typical 1.728 0.372 8.737 0.02 5 FFF FFF Beam Channel A36 Gr.36 Typical 1.904 1.238 8.089 0.022 6 G G Column Channel A36 Gr.36 Typical 4.954 2.299 42.27 0.101 7 F F Beam Channel A36 Gr.36 Typical 2.797 9.783 13.437 0.032 8 E EA Beam Single Angle A36 Gr.36 Typical 4.987 82.767 18.561 0.049 9 A A A Beam Channel A36 Gr.36 Typical 1.6 0.45 5.2 0.018

10 HSS HSS2X2X1/8 Column Tube A500 Gr.B RECT Typical 0.938 0.552 0.552 0.824 m p a n y

D e s ig n e r

J o b N u m b e r

M o d e l N a m e

:::: D O

T E

C M

M H

B

C o n e x w e s t S h ip p in g C o n ta in e rs

C h e c k e d B y : A

A L

/1

/2

:4

:2

P

M

R

IS

A -3

D V e rs io n

[ 2 x .r3 d

P a g

Job Number Model Name

DOTEC

MMH

B2510092_000 Conexwest Shipping Containers

Checked By : AAL

10/15/2025

9:42:24 PM

RISA-3D Version 22 [ 20x8.r3d ] Page 10

Hot Rolled Steel Design Parameters

Label Shape Length [ft] Lb y-y [ft] Lcomp top [ft] Channel Conn. a [ft] Function

1 M3 G 9.5 Lbyy N/A N/A Lateral 2 M2 B 9.5 Lbyy N/A N/A Lateral 3 M4 G 9.5 Lbyy N/A N/A Lateral 4 M5 B 9.5 Lbyy N/A N/A Lateral 5 M6 D 8 Lbyy N/A N/A Lateral 6 M7 FF 20 0 0 N/A N/A Lateral 7 M8 F 8 Lbyy N/A N/A Lateral 8 M9 FF 20 0 0 N/A N/A Lateral 9 M10 FFF 20 Lbyy N/A N/A Lateral

10 M11 E 8 Lbyy N/A N/A Lateral 11 M12 FFF 20 Lbyy N/A N/A Lateral 12 M13 C 8 Lbyy N/A N/A Lateral 13 M14 A 8 0 0 N/A N/A Lateral 14 M15 A 8 0 0 N/A N/A Lateral 15 M16 A 8 0 0 N/A N/A Lateral 16 M17 A 8 0 0 N/A N/A Lateral 17 M18 A 8 0 0 N/A N/A Lateral 18 M19 A 8 0 0 N/A N/A Lateral 19 M20 A 8 0 0 N/A N/A Lateral 20 M21 A 8 0 0 N/A N/A Lateral 21 M22 A 8 0 0 N/A N/A Lateral 22 M23 A 8 0 0 N/A N/A Lateral 23 M24 A 8 0 0 N/A N/A Lateral 24 M25 A 8 0 0 N/A N/A Lateral 25 M26 A 8 0 0 N/A N/A Lateral 26 M27 A 8 0 0 N/A N/A Lateral 27 M28 A 8 0 0 N/A N/A Lateral 28 M29 A 8 0 0 N/A N/A Lateral 29 M30 A 8 0 0 N/A N/A Lateral 30 M31 A 8 0 0 N/A N/A Lateral 31 M32 G 9.5 Lbyy N/A N/A Lateral 32 M33 B 9.5 Lbyy N/A N/A Lateral 33 M34 G 9.5 Lbyy N/A N/A Lateral 34 M35 B 9.5 Lbyy N/A N/A Lateral 35 M36 D 8 Lbyy N/A N/A Lateral 36 M37 FF 20 0 0 N/A N/A Lateral 37 M38 F 8 Lbyy N/A N/A Lateral 38 M39 FF 20 0 0 N/A N/A Lateral 39 M40 FFF 20 Lbyy N/A N/A Lateral 40 M41 E 8 Lbyy N/A N/A Lateral 41 M42 FFF 20 Lbyy N/A N/A Lateral 42 M43 C 8 Lbyy N/A N/A Lateral 43 M44 A 8 0 0 N/A N/A Lateral 44 M45 A 8 0 0 N/A N/A Lateral 45 M46 A 8 0 0 N/A N/A Lateral 46 M47 A 8 0 0 N/A N/A Lateral 47 M48 A 8 0 0 N/A N/A Lateral 48 M49 A 8 0 0 N/A N/A Lateral 49 M50 A 8 0 0 N/A N/A Lateral 50 M51 A 8 0 0 N/A N/A Lateral 51 M52 A 8 0 0 N/A N/A Lateral 52 M53 A 8 0 0 N/A N/A Lateral 53 M54 A 8 0 0 N/A N/A Lateral 54 M55 A 8 0 0 N/A N/A Lateral 55 M56 A 8 0 0 N/A N/A Lateral

Job Number Model Name

DOTEC

MMH

B2510092_000 Conexwest Shipping Containers

Checked By : AAL

10/15/2025

9:42:24 PM

RISA-3D Version 22 [ 20x8.r3d ] Page 11

Hot Rolled Steel Design Parameters (Continued)

Label Shape Length [ft] Lb y-y [ft] Lcomp top [ft] Channel Conn. a [ft] Function

56 M57 A 8 0 0 N/A N/A Lateral 57 M58 A 8 0 0 N/A N/A Lateral 58 M59 A 8 0 0 N/A N/A Lateral 59 M60 A 8 0 0 N/A N/A Lateral 60 M61 A 8 0 0 N/A N/A Lateral 61 M62 HSS 9.5 Lbyy N/A N/A Lateral 62 M63 HSS 9.5 Lbyy N/A N/A Lateral 63 M64 HSS 3 Lbyy N/A N/A Lateral 64 M65 HSS 9.5 Lbyy N/A N/A Lateral 65 M66 HSS 9.5 Lbyy N/A N/A Lateral 66 M67 HSS 5 Lbyy N/A N/A Lateral 67 M68 HSS 3 Lbyy N/A N/A Lateral 68 M69 HSS 9.5 Lbyy N/A N/A Lateral 69 M70 HSS 9.5 Lbyy N/A N/A Lateral 70 M71 HSS 9.5 Lbyy N/A N/A Lateral 71 M72 HSS 9.5 Lbyy N/A N/A Lateral 72 M73 HSS 5 Lbyy N/A N/A Lateral

Basic Load Cases

BLC Description Category X Gravity Y Gravity Z Gravity Distributed Area(Member)

1 DL DL -1 4

2 LL LL

3 RLL LL 1

4 FL LL 2

5 SL2 SL 1

6 SL3 SL

7 WL1 WL 5

8 WL2 WL 5

9 WL3 WL 5

10 WL4 WL 5

11 WL5 WL 5

12 WL6 WL 5

13 Ex EL 0.19 14 Ez EL 0.19

15 R RL

16 BLC 1 Transient Area Loads None 302 17 BLC 3 Transient Area Loads None 52 18 BLC 4 Transient Area Loads None 198 19 BLC 5 Transient Area Loads None 52

Member Area Loads (BLC 1 : DL)

Node A Node B Node CNode D Direction Load Direction A Magnitude [psf] B Magnitude [psf] C Magnitude [psf] D Magnitude [psf] Exclude Braces

1 N439 N443 N441 N437 Y Two Way -3 -3 -3 -3 Yes 2 N438 N442 N440 N436 Y Two Way -10 -10 -10 -10 Yes 3 N4 N10 N8 N6 Y Two Way -3 -3 -3 -3 Yes 4 N3 N9 N7 N5 Y Two Way -10 -10 -10 -10 Yes

Member Area Loads (BLC 3 : RLL)

Node A Node B Node CNode D Direction Load Direction A Magnitude [psf] B Magnitude [psf] C Magnitude [psf] D Magnitude [psf] Exclude Braces

1 N439 N443 N441 N437 Y Two Way -12 -12 -12 -12 Yes

Job Number Model Name

DOTEC

MMH

B2510092_000 Conexwest Shipping Containers

Checked By : AAL

10/15/2025

9:42:24 PM

RISA-3D Version 22 [ 20x8.r3d ] Page 12

Member Area Loads (BLC 4 : FL)

Node A Node B Node CNode D Direction Load Direction A Magnitude [psf] B Magnitude [psf] C Magnitude [psf] D Magnitude [psf] Exclude Braces

1 N442 N440 N436 N438 Y Two Way -312.5 -312.5 -312.5 -312.5 Yes 2 N3 N9 N7 N5 Y Two Way -312.5 -312.5 -312.5 -312.5 Yes

Member Area Loads (BLC 5 : SL2)

Node A Node B Node CNode D Direction Load Direction A Magnitude [psf] B Magnitude [psf] C Magnitude [psf] D Magnitude [psf] Exclude Braces

1 N439 N443 N441 N437 Y Two Way -5 -5 -5 -5 Yes

Member Area Loads (BLC 7 : WL1)

Node A Node B Node CNode D Direction Load Direction A Magnitude [psf] B Magnitude [psf] C Magnitude [psf] D Magnitude [psf] Exclude Braces

1 N439 N443 N442 N438 Perp Two Way 8 8 8 8 Yes 2 N441 N437 N436 N440 Perp Two Way -9.7 -9.7 -9.7 -9.7 Yes 3 N443 N441 N440 N442 Perp Two Way -12.4 -12.4 -12.4 -12.4 Yes 4 N439 N437 N436 N438 Perp Two Way 12.4 12.4 12.4 12.4 Yes 5 N443 N439 N437 N441 Perp Two Way -20.56 -20.56 -20.56 -20.56 Yes

Member Area Loads (BLC 8 : WL2)

Node A Node B Node CNode D Direction Load Direction A Magnitude [psf] B Magnitude [psf] C Magnitude [psf] D Magnitude [psf] Exclude Braces

1 N439 N443 N442 N438 Perp Two Way 8 8 8 8 Yes 2 N441 N437 N436 N440 Perp Two Way -9.7 -9.7 -9.7 -9.7 Yes 3 N443 N441 N440 N442 Perp Two Way -12.4 -12.4 -12.4 -12.4 Yes 4 N439 N437 N436 N438 Perp Two Way 12.4 12.4 12.4 12.4 Yes 5 N443 N439 N437 N441 Perp Two Way -5.33 -5.33 -5.33 -5.33 Yes

Member Area Loads (BLC 9 : WL3)

Node A Node B Node CNode D Direction Load Direction A Magnitude [psf] B Magnitude [psf] C Magnitude [psf] D Magnitude [psf] Exclude Braces

1 N439 N443 N442 N438 Perp Two Way 13.76 13.76 13.76 13.76 Yes 2 N441 N437 N436 N440 Perp Two Way -3.92 -3.92 -3.92 -3.92 Yes 3 N443 N441 N440 N442 Perp Two Way -6.64 -6.64 -6.64 -6.64 Yes 4 N439 N437 N436 N438 Perp Two Way 6.64 6.64 6.64 6.64 Yes 5 N443 N439 N437 N441 Perp Two Way -14.8 -14.8 -14.8 -14.8 Yes

Member Area Loads (BLC 10 : WL4)

Node A Node B Node CNode D Direction Load Direction A Magnitude [psf] B Magnitude [psf] C Magnitude [psf] D Magnitude [psf] Exclude Braces

1 N439 N443 N442 N438 Perp Two Way 13.76 13.76 13.76 13.76 Yes 2 N441 N437 N436 N440 Perp Two Way -3.92 -3.92 -3.92 -3.92 Yes 3 N443 N441 N440 N442 Perp Two Way -6.64 -6.64 -6.64 -6.64 Yes 4 N439 N437 N436 N438 Perp Two Way 6.64 6.64 6.64 6.64 Yes 5 N443 N439 N437 N441 Perp Two Way 0.43 0.43 0.43 0.43 Yes

Member Area Loads (BLC 11 : WL5)

Node A Node B Node CNode D Direction Load Direction A Magnitude [psf] B Magnitude [psf] C Magnitude [psf] D Magnitude [psf] Exclude Braces

1 N439 N443 N442 N438 Perp Two Way -12.4 -12.4 -12.4 -12.4 Yes 2 N441 N437 N436 N440 Perp Two Way -12.4 -12.4 -12.4 -12.4 Yes 3 N443 N441 N440 N442 Perp Two Way 8 8 8 8 Yes 4 N439 N437 N436 N438 Perp Two Way 9.68 9.68 9.68 9.68 Yes 5 N443 N439 N437 N441 Perp Two Way -15.12 -15.12 -15.12 -15.12 Yes

Job Number Model Name

DOTEC

MMH

B2510092_000 Conexwest Shipping Containers

Checked By : AAL

10/15/2025

9:42:24 PM

RISA-3D Version 22 [ 20x8.r3d ] Page 13

Member Area Loads (BLC 12 : WL6)

Node A Node B Node CNode D Direction Load Direction A Magnitude [psf] B Magnitude [psf] C Magnitude [psf] D Magnitude [psf] Exclude Braces

1 N439 N443 N442 N438 Perp Two Way -6.64 -6.64 -6.64 -6.64 Yes 2 N441 N437 N436 N440 Perp Two Way -6.64 -6.64 -6.64 -6.64 Yes 3 N443 N441 N440 N442 Perp Two Way 13.76 13.76 13.76 13.76 Yes 4 N439 N437 N436 N438 Perp Two Way 3.92 3.92 3.92 3.92 Yes 5 N443 N439 N437 N441 Perp Two Way -9.36 -9.36 -9.36 -9.36 Yes m p a n y

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Job Number Model Name

DOTEC

MMH

B2510092_000 Conexwest Shipping Containers

Checked By : AAL

10/15/2025

9:42:24 PM

RISA-3D Version 22 [ 20x8.r3d ] Page 24

Load Combinations

Description SolveP-DeltaBLCFactor BLC Factor BLC FactorBLCFactor BLC Factor BLC Factor BLC Factor

1 1 Yes Y DL 1 2 1 2 3 Yes Y DL 1 3 1 3 6 Yes Y DL 1 4 1 4 IBC 21/ASCE ASD 8 (a) Yes Y DL 1 ELX 0.7 5 IBC 21/ASCE ASD 8 (b) Yes Y DL 1 ELZ 0.7 6 IBC 21/ASCE ASD 9 (a) Yes Y DL 1 ELX 0.525 LL 0.75 LLS 0.75 SL 0.75 SLN 0.75 7 IBC 21/ASCE ASD 9 (b) Yes Y DL 1 ELZ 0.525 LL 0.75 LLS 0.75 SL 0.75 SLN 0.75 8 IBC 21/ASCE ASD 10 (a) Yes Y DL 0.6 ELX 0.7 9 IBC 21/ASCE ASD 10 (b) Yes Y DL 0.6 ELZ 0.7

10 IBC 21/ASCE ASD 5 (a) (a) Yes Y DL 1 WLX 0.6 WLX+R 0.6 11 IBC 21/ASCE ASD 5 (a) (b) Yes Y DL 1 WLZ 0.6 WLZ+R 0.6 12 IBC 21/ASCE ASD 5 (a) (c) Yes Y DL 1 WLX -0.6 WLX-R -0.6 13 IBC 21/ASCE ASD 5 (a) (d) Yes Y DL 1 WLZ -0.6 WLZ-R -0.6 14 IBC 21/ASCE ASD 6 (a) (a) Yes Y DL 1 WLX 0.45 LL 0.75 LLS 0.75 RLL 0.75 WLX+R 0.45 15 IBC 21/ASCE ASD 6 (a) (b) Yes Y DL 1 WLZ 0.45 LL 0.75 LLS 0.75 RLL 0.75 WLZ+R 0.45 16 IBC 21/ASCE ASD 6 (a) (c) Yes Y DL 1 WLX -0.45 LL 0.75 LLS 0.75 RLL 0.75 WLX-R -0.45 17 IBC 21/ASCE ASD 6 (a) (d) Yes Y DL 1 WLZ -0.45 LL 0.75 LLS 0.75 RLL 0.75 WLZ-R -0.45 18 IBC 21/ASCE ASD 6 (b) (a) Yes Y DL 1 WLX 0.45 LL 0.75 LLS 0.75 SL 0.75 SLN 0.75 WLX+R 0.45 19 IBC 21/ASCE ASD 6 (b) (b) Yes Y DL 1 WLZ 0.45 LL 0.75 LLS 0.75 SL 0.75 SLN 0.75 WLZ+R 0.45 20 IBC 21/ASCE ASD 6 (b) (c) Yes Y DL 1 WLX -0.45 LL 0.75 LLS 0.75 SL 0.75 SLN 0.75 WLX-R -0.45 21 IBC 21/ASCE ASD 6 (b) (d) Yes Y DL 1 WLZ -0.45 LL 0.75 LLS 0.75 SL 0.75 SLN 0.75 WLZ-R -0.45 22 IBC 21/ASCE ASD 6 (c) (a) Yes Y DL 1 WLX 0.45 LL 0.75 LLS 0.75 WLX+R 0.45 23 IBC 21/ASCE ASD 6 (c) (b) Yes Y DL 1 WLZ 0.45 LL 0.75 LLS 0.75 WLZ+R 0.45 24 IBC 21/ASCE ASD 6 (c) (c) Yes Y DL 1 WLX -0.45 LL 0.75 LLS 0.75 WLX-R -0.45 25 IBC 21/ASCE ASD 6 (c) (d) Yes Y DL 1 WLZ -0.45 LL 0.75 LLS 0.75 WLZ-R -0.45 26 IBC 21/ASCE ASD 7 (a) Yes Y DL 0.6 WLX 0.6 WLX+R 0.6 27 IBC 21/ASCE ASD 7 (b) Yes Y DL 0.6 WLZ 0.6 WLZ+R 0.6 28 IBC 21/ASCE ASD 7 (c) Yes Y DL 0.6 WLX -0.6 WLX-R -0.6 29 IBC 21/ASCE ASD 7 (d) Yes Y DL 0.6 WLZ -0.6 WLZ-R -0.6 30 IBC 21/ASCE ASD 8 (a) Yes Y DL 1 ELX 0.7 31 IBC 21/ASCE ASD 8 (b) Yes Y DL 1 ELZ 0.7 32 IBC 21/ASCE ASD 9 (a) Yes Y DL 1 ELX 0.525 LL 0.75 LLS 0.75 SL 0.75 SLN 0.75 33 IBC 21/ASCE ASD 9 (b) Yes Y DL 1 ELZ 0.525 LL 0.75 LLS 0.75 SL 0.75 SLN 0.75 34 IBC 21/ASCE ASD 10 (a) Yes Y DL 0.6 ELX 0.7 35 IBC 21/ASCE ASD 10 (b) Yes Y DL 0.6 ELZ 0.7 36 IBC 21/ASCE ASD 8 (os-a) Yes Y DL 1 Om*ELX 0.7 37 IBC 21/ASCE ASD 8 (os-b) Yes Y DL 1 Om*ELZ 0.7 38 IBC 21/ASCE ASD 8 (os-c) Yes Y DL 1 Om*ELX -0.7 39 IBC 21/ASCE ASD 8 (os-d) Yes Y DL 1 Om*ELZ -0.7 40 IBC 21/ASCE ASD 9 (os-a) Yes Y DL 1 Om*ELX 0.525 LL 0.75 LLS 0.75 SL 0.75 SLN 0.75 41 IBC 21/ASCE ASD 9 (os-b) Yes Y DL 1 Om*ELZ 0.525 LL 0.75 LLS 0.75 SL 0.75 SLN 0.75 42 IBC 21/ASCE ASD 9 (os-c) Yes Y DL 1 Om*ELX-0.525 LL 0.75 LLS 0.75 SL 0.75 SLN 0.75 43 IBC 21/ASCE ASD 9 (os-d) Yes Y DL 1 Om*ELZ-0.525 LL 0.75 LLS 0.75 SL 0.75 SLN 0.75 44 IBC 21/ASCE ASD 10 (os-a) Yes Y DL 0.6 Om*ELX 0.7 45 IBC 21/ASCE ASD 10 (os-b) Yes Y DL 0.6 Om*ELZ 0.7 46 IBC 21/ASCE ASD 10 (os-c) Yes Y DL 0.6 Om*ELX -0.7 47 IBC 21/ASCE ASD 10 (os-d) Yes Y DL 0.6 Om*ELZ -0.7

Envelope AISC 15TH (360-16): ASD Member Steel Code Checks

Member Shape Code Check Loc[ft]LCShear Check Loc[ft]DirLCPnc/om [lb] Pnt/om [lb] Mnyy/om [lb-ft] Mnzz/om [lb-ft] Cb Eqn

1 M3 G 0.026 1.781 3 0.025 1.781 z 3 26589.498106792.814 1562.891 22074.251 3 H1-1b

2 M2 B 0.007 0 3 0.001 1.781 z 3 105960.927115889.82 22735.329 21073.653 3 H1-1b

3 M4 G 0.064 9.5 31 0.035 8.313 z 3126589.498106792.814 1562.891 22074.251 3 H1-1b

4 M5 B 0.007 0 3 0.001 9.5 z 31105960.927115889.82 22735.329 21073.653 3 H1-1b

Job Number Model Name

DOTEC

MMH

B2510092_000 Conexwest Shipping Containers

Checked By : AAL

10/15/2025

9:42:24 PM

RISA-3D Version 22 [ 20x8.r3d ] Page 25

Envelope AISC 15TH (360-16): ASD Member Steel Code Checks (Continued)

Member Shape Code Check Loc[ft]LCShear Check Loc[ft]DirLCPnc/om [lb] Pnt/om [lb] Mnyy/om [lb-ft] Mnzz/om [lb-ft] Cb Eqn

5 M6 D 0.399 0 3 0.18 2 z 3 39108.44 53698.204 3416.479 8340.719 1.287H1-1b

6 M7 FF 0.491 0 3 0.305 12.5 y 3 5234.982 37250.299 314.015 6231.737 3 H1-1b

7 M8 F 0.251 0 3 0.246 4.5 y 3 52485.15260294.611 7844.91 9123.952 1.531H1-1b

8 M9 FF 0.49 20 3 0.306 7.5 y 3 5234.982 37250.299 314.015 6231.737 3 H1-1b

9 M10 FFF 0.109 0 31 0.634 13.75 z 31 3230.569 41044.311 1346.829 6037.413 3 H1-1b

10 M11 EA 0.023 8 3 0.008 8 z 3129744.464107504.192 13580.831 23218.317 1.409 H2-1 11 M12 FFF 0.351 20 3 0.379 2.5 z 31 3230.569 41044.311 1346.829 6037.413 3 H1-1b

12 M13 C 0.04 2 3 0.012 0 z 31 14938.58 90862.275 3383.6 28589.369 1.389 H2-1 13 M14 A A 0.893 3.5 3 0.092 7.5 y 3 5462.507 34491.018 980.601 3128.353 1.116H1-1b

14 M15 A A 0.993 3.5 3 0.053 5 y 3 5462.507 34491.018 980.601 3117.935 1.112H1-1b

15 M16 A A 0.974 4.5 3 0.06 0 y 3 5462.507 34491.018 980.601 3058.136 1.091H1-1b

16 M17 A A 0.761 3.5 3 0.08 6 y 3 5462.507 34491.018 980.601 3117.193 1.112H1-1b

17 M18 A A 0.227 8 3 0.117 7 y 3 5462.507 34491.018 980.601 4539.521 1.395H1-1b

18 M19 A A 0.226 0 3 0.116 1 y 3 5462.507 34491.018 980.601 3747.11 1.337H1-1b

19 M20 A A 0.751 4.5 3 0.124 7 y 3 5462.507 34491.018 980.601 3069.953 1.095H1-1b

20 M21 A A 0.999 3.5 3 0.048 6 y 3 5462.507 34491.018 980.601 3088.061 1.102H1-1b

21 M22 A A 0.869 4.5 3 0.038 8 y 3 5462.507 34491.018 980.601 3235.18 1.154H1-1b

22 M23 A A 0.873 3.5 3 0.033 0 y 3 5462.507 34491.018 980.601 3253.667 1.161H1-1b

23 M24 A A 0.944 4.5 3 0.061 1 y 3 5462.507 34491.018 980.601 3237.002 1.155H1-1b

24 M25 A A 0.514 3.5 3 0.112 7.5 y 3 5462.507 34491.018 980.601 4539.521 1.225H1-1b

25 M26 A A 0.222 0 3 0.143 1 y 3 5462.507 34491.018 980.601 2977.97 1.062H1-1b

26 M27 A A 0.223 0 3 0.113 2 y 3 5462.507 34491.018 980.601 2984.01 1.065H1-1b

27 M28 A A 0.689 4.5 3 0.116 7.5 y 3 5462.507 34491.018 980.601 3410.471 1.217H1-1b

28 M29 A A 0.878 3.5 3 0.044 6.5 y 3 5462.507 34491.018 980.601 3422.542 1.221H1-1b

29 M30 A A 0.845 3.5 3 0.054 8 y 3 5462.507 34491.018 980.601 3433.557 1.225H1-1b

30 M31 A A 0.811 3.5 3 0.056 1.5 y 3 5462.507 34491.018 980.601 3290.513 1.174H1-1b

31 M32 G 0.028 0 3 0.017 1.781 z 3 26589.498106792.814 1562.891 22074.251 3 H1-1b

32 M33 B 0.006 9.5 2 0 1.781 z 33105960.927115889.82 22735.329 21073.653 2.101H1-1b

33 M34 G 0.071 9.5 2 0.035 8.313 z 3126589.498106792.814 1562.891 22074.251 3 H1-1b

34 M35 B 0.007 9.5 33 0.002 9.5 z 2 105960.927115889.82 22735.329 21073.653 3 H1-1b

35 M36 D 0.404 0 3 0.18 2 z 3 39108.44 53698.204 3416.479 8340.719 1.51 H1-1b

36 M37 FF 0.487 0 3 0.25 1.25 z 3 5234.982 37250.299 314.015 3078.525 3 H1-1b

37 M38 F 0.24 0 3 0.231 4.5 y 3 52485.15260294.611 7844.91 9123.952 2.579H1-1b

38 M39 FF 0.488 20 3 0.25 18.75 z 3 5234.982 37250.299 314.015 3078.525 3 H1-1b

39 M40 FFF 0.219 20 3 0.925 6.25 z 3 3230.569 41044.311 1346.829 2681.151 1.332H1-1b

40 M41 EA 0.029 8 33 0.012 8 z 2 29744.464107504.192 13580.831 23218.317 1.486 H2-1 41 M42 FFF 0.375 20 2 0.392 15 z 2 3230.569 41044.311 1346.829 6037.413 3 H1-1b

42 M43 C 0.051 0 33 0.018 0 z 33 14938.58 90862.275 3383.6 28664.494 1.407 H2-1 43 M44 A A 0.881 3.5 3 0.096 7 y 3 5462.507 34491.018 980.601 3141.178 1.121H1-1b

44 M45 A A 0.999 3.5 3 0.054 5 y 3 5462.507 34491.018 980.601 3114.557 1.111H1-1b

45 M46 A A 0.908 4.5 3 0.042 5 y 3 5462.507 34491.018 980.601 3058.712 1.091H1-1b

46 M47 A A 0.939 4.5 3 0.047 8 y 3 5462.507 34491.018 980.601 3096.409 1.105H1-1b

47 M48 A A 0.614 3.5 3 0.05 8 y 3 5462.507 34491.018 980.601 4539.521 1.095H1-1b

48 M49 A A 0.892 3.5 3 0.043 8 y 3 5462.507 34491.018 980.601 3126.432 1.115H1-1b

49 M50 A A 0.91 3.5 3 0.043 7 y 3 5462.507 34491.018 980.601 3073.071 1.096H1-1b

50 M51 A A 0.937 4.5 3 0.037 0 y 3 5462.507 34491.018 980.601 3084.904 1.101H1-1b

51 M52 A A 0.879 3.5 3 0.037 8 y 3 5462.507 34491.018 980.601 3241.871 1.157H1-1b

52 M53 A A 0.883 4.5 3 0.037 8 y 3 5462.507 34491.018 980.601 3248.247 1.159H1-1b

53 M54 A A 0.879 3.5 3 0.037 0 y 3 5462.507 34491.018 980.601 3244.59 1.158H1-1b

54 M55 A A 0.636 4.5 3 0.036 0 y 3 5462.507 34491.018 980.601 4539.521 1.225H1-1b

55 M56 A A 0.813 3.5 3 0.031 0 y 3 5462.507 34491.018 980.601 3438.657 1.227H1-1b

56 M57 A A 0.788 3.5 3 0.036 8 y 3 5462.507 34491.018 980.601 3500.285 1.249H1-1b

57 M58 A A 0.823 3.5 3 0.054 8 y 3 5462.507 34491.018 980.601 3425.862 1.222H1-1b

58 M59 A A 0.818 3.5 3 0.027 7 y 3 5462.507 34491.018 980.601 3417.887 1.219H1-1b

59 M60 A A 0.848 3.5 3 0.057 8 y 3 5462.507 34491.018 980.601 3446.611 1.23 H1-1b

Job Number Model Name

DOTEC

MMH

B2510092_000 Conexwest Shipping Containers

Checked By : AAL

10/15/2025

9:42:24 PM

RISA-3D Version 22 [ 20x8.r3d ] Page 26

Envelope AISC 15TH (360-16): ASD Member Steel Code Checks (Continued)

Member Shape Code Check Loc[ft]LCShear Check Loc[ft]DirLCPnc/om [lb] Pnt/om [lb] Mnyy/om [lb-ft] Mnzz/om [lb-ft] Cb Eqn

60 M61 A A 0.808 3.5 3 0.054 1.5 y 3 5462.507 34491.018 980.601 3288.39 1.173H1-1b

61 M62 HSS2X2X1/8 0.207 0 3 0.037 9.5 y 3 6381.454 25823.353 1515.329 1515.329 2.162H1-1b

62 M63 HSS2X2X1/8 0.111 9.5 3 0.041 9.5 y 3 6381.454 25823.353 1515.329 1515.329 3 H1-1b

63 M64 HSS2X2X1/8 0.038 3 3 0.045 3 z 3 22268.02525823.353 1515.329 1515.329 2.416H1-1b

64 M65 HSS2X2X1/8 0.198 0 3 0.029 9.5 y 3 6381.454 25823.353 1515.329 1515.329 2.153H1-1b

65 M66 HSS2X2X1/8 0.108 9.5 3 0.027 9.5 y 3 6381.454 25823.353 1515.329 1515.329 3 H1-1b

66 M67 HSS2X2X1/8 0.028 0 3 0.033 5 z 3 17112.58425823.353 1515.329 1515.329 1.873H1-1b

67 M68 HSS2X2X1/8 0.003 2.06333 0.005 0 y 3 22268.02525823.353 1515.329 1515.329 1.261H1-1b

68 M69 HSS2X2X1/8 0.141 0 3 0.022 9.5 z 3 6381.454 25823.353 1515.329 1515.329 1.424H1-1b

69 M70 HSS2X2X1/8 0.111 9.5 3 0.007 9.5 z 3 6381.454 25823.353 1515.329 1515.329 1.028H1-1b

70 M71 HSS2X2X1/8 0.106 7.719 3 0.01 9.5 z 33 6381.454 25823.353 1515.329 1515.329 1.014H1-1b

71 M72 HSS2X2X1/8 0.111 8.313 3 0.022 9.5 z 3 6381.454 25823.353 1515.329 1515.329 1.071H1-1b

72 M73 HSS2X2X1/8 0.006 5 33 0.012 5 y 3 17112.58425823.353 1515.329 1515.329 1.618H1-1b m p a n y

D e s ig n e r

J o b N u m b e r

M o d e l N a m e

:::: D O

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B

C o n e x w e s t S h ip p in g C o n ta in e rs

C h e c k e d B y : A

A L

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/2

:4

:2

P

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IS

A -3

D V e rs io n

[ 2 x .r3 d

P a g e m p a n y

D e s ig n e r

J o b N u m b e r

M o d e l N a m e

:::: D O

T E

C M

M H

B

C o n e x w e s t S h ip p in g C o n ta in e rs

C h e c k e d B y : A

A L

/1

/2

:4

:2

P

M

R

IS

A -3

D V e rs io n

[ 2 x .r3 d

P a g e m p a n y

D e s ig n e r

J o b N u m b e r

M o d e l N a m e

:::: D O

T E

C M

M H

B

C o n e x w e s t S h ip p in g C o n ta in e rs

C h e c k e d B y : A

A L

/1

/2

:4

:2

P

M

R

IS

A -3

D V e rs io n

[ 2 x .r3 d

P a g e

Job Number Model Name

DOTEC

MMH

B2510092_000 Conexwest Shipping Containers

Checked By : AAL

10/15/2025

9:42:24 PM

RISA-3D Version 22 [ 20x8.r3d ] Page 30

Node Reactions

LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft]

1 1 N454 0 90.88 0 0 0 0 2 1 N486 0 128.53 0 0 0 0 3 1 N448 0 85.598 0 0 0 0 4 1 N794 0 -6.117 0 0 0 0 5 1 N867 0 6.033 0 0 0 0 6 1 N840 0 19.212 0 0 0 0 7 1 N842 0 -18.134 0 0 0 0 8 1 N859 0 12.844 0 0 0 0 9 1 N449 0 170.693 0 0 0 0 10 1 N460 0 98.893 0 0 0 0 11 1 N451 0 168.002 0 0 0 0 12 1 N849 0 18.376 0 0 0 0 13 1 N452 0 88.921 0 0 0 0 14 1 N462 0 79.6 0 0 0 0 15 1 N453 0 169.066 0 0 0 0 16 1 N455 -7.932 162.607 44.939 0 0 0 17 1 N457 0 168.16 0 0 0 0 18 1 N854 0 22.275 0 0 0 0 19 1 N459 0 171.921 0 0 0 0 20 1 N464 0 94.57 0 0 0 0 21 1 N481 0 123.083 0 0 0 0 22 1 N480 0 62.68 0 0 0 0 23 1 N469 -8.865 164.964 -49.667 0 0 0 24 1 N465 0 172.291 0 0 0 0 25 1 N868 0 19.182 0 0 0 0 26 1 N463 0 171.054 0 0 0 0 27 1 N436 0 416.149 0 0 0 0 28 1 N467 0 171.895 0 0 0 0 29 1 N450 0 87.95 0 0 0 0 30 1 N468 0 98.517 0 0 0 0 31 1 N471 0 161.41 0 0 0 0 32 1 N483 0 127.708 0 0 0 0 33 1 N472 0 664.707 0 0 0 0 34 1 N475 0 164.616 0 0 0 0 35 1 N864 0 19.026 0 0 0 0 36 1 N474 0 74.091 0 0 0 0 37 1 N476 0 89.33 0 0 0 0 38 1 N438 0 367.933 0 0 0 0 39 1 N477 0 163.001 0 0 0 0 40 1 N470 3.462 70.977 -91.163 0 0 0 41 1 N440 0 357.902 0 0 0 0 42 1 N456 13.335 636.483 95.891 0 0 0 43 1 N442 0 372.105 0 0 0 0 44 1 N466 0 79.437 0 0 0 0 45 1 N478 0 212.551 0 0 0 0 46 1 N485 0 131.34 0 0 0 0 47 1 N445 0 194.181 0 0 0 0 48 1 N479 0 174.292 0 0 0 0 49 1 N487 0 128.786 0 0 0 0 50 1 N482 0 124.299 0 0 0 0 51 1 N446 0 192.4 0 0 0 0 52 1 N488 0 130.453 0 0 0 0 53 1 N447 0 161.303 0 0 0 0 54 1 N762 0 17.186 0 0 0 0 55 1 N775 0 16.119 0 0 0 0

Job Number Model Name

DOTEC

MMH

B2510092_000 Conexwest Shipping Containers

Checked By : AAL

10/15/2025

9:42:24 PM

RISA-3D Version 22 [ 20x8.r3d ] Page 31

Node Reactions (Continued)

LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft]

56 1 N785 0 14.923 0 0 0 0 57 1 N461 0 173.676 0 0 0 0 58 1 N484 0 132.932 0 0 0 0 59 1 N458 0 65.189 0 0 0 0 60 1 N473 0 163.331 0 0 0 0 61 1 N20 7.018 1237.949 -551.167 0 0 0 62 1 N385 0 18.635 0 0 0 0 63 1 N401 0 28.907 0 0 0 0 64 1 N21 -18.338 1208.927 -533.739 0 0 0 65 1 N325 0 25.103 0 0 0 0 66 1 N387 0 25.637 0 0 0 0 67 1 N308 0 24.187 0 0 0 0 68 1 N323 0 24.922 0 0 0 0 69 1 N309 0 16.552 0 0 0 0 70 1 N395 0 12.99 0 0 0 0 71 1 N374 0 27.889 0 0 0 0 72 1 N375 0 17.794 0 0 0 0 73 1 N390 0 18.161 0 0 0 0 74 1 N398 0 26.419 0 0 0 0 75 1 N22 -11.459 902.476 189.962 0 0 0 76 1 N23 21.862 1064.343 181.884 0 0 0 77 1 N381 0 14.665 0 0 0 0 78 1 N383 0 23.839 0 0 0 0 79 1 N373 0 20.393 0 0 0 0 80 1 N376 0 36.997 0 0 0 0 81 1 N389 0 -63.205 0 0 0 0 82 1 N396 0 48.682 0 0 0 0 83 1 N36 -16.492 877.094 -81.713 0 0 0 84 1 N37 12.243 843.754 -77.211 0 0 0 85 1 N294 0 23.738 0 0 0 0 86 1 N307 0 17.146 0 0 0 0 87 1 N312 0 14.789 0 0 0 0 88 1 N39 -8.92 1211.36 426.201 0 0 0 89 1 N38 14.087 1058.505 445.783 0 0 0 90 1 N293 0 27.595 0 0 0 0 91 1 N306 0 -51.819 0 0 0 0 92 1 N310 0 30.451 0 0 0 0 93 1 N322 0 23.368 0 0 0 0 94 1 N324 0 19.253 0 0 0 0 95 1 N326 0 23.92 0 0 0 0 96 1 N363 0 45.825 0 0 0 0 97 1 Totals: 0 17528.63 0 98 1 COG (ft): X: 13.814 Y: 3.814 Z: 10.036 99 2 N454 0 100.324 0 0 0 0 100 2 N486 0 153.957 0 0 0 0 101 2 N448 0 85.345 0 0 0 0 102 2 N794 0 -11.937 0 0 0 0 103 2 N867 0 4.367 0 0 0 0 104 2 N840 0 18.283 0 0 0 0 105 2 N842 0 -32.433 0 0 0 0 106 2 N859 0 11.652 0 0 0 0 107 2 N449 0 202.254 0 0 0 0 108 2 N460 0 100.162 0 0 0 0 109 2 N451 0 203.654 0 0 0 0 110 2 N849 0 18.252 0 0 0 0

Job Number Model Name

DOTEC

MMH

B2510092_000 Conexwest Shipping Containers

Checked By : AAL

10/15/2025

9:42:24 PM

RISA-3D Version 22 [ 20x8.r3d ] Page 32

Node Reactions (Continued)

LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft]

111 2 N452 0 86.231 0 0 0 0 112 2 N462 0 79.306 0 0 0 0 113 2 N453 0 208.777 0 0 0 0 114 2 N455 -4.945 202.546 92.473 0 0 0 115 2 N457 0 208.837 0 0 0 0 116 2 N854 0 22.274 0 0 0 0 117 2 N459 0 214.116 0 0 0 0 118 2 N464 0 94.633 0 0 0 0 119 2 N481 0 141.579 0 0 0 0 120 2 N480 0 42.743 0 0 0 0 121 2 N469 -10.976 205.547 -99.86 0 0 0 122 2 N465 0 214.674 0 0 0 0 123 2 N868 0 19.173 0 0 0 0 124 2 N463 0 214.514 0 0 0 0 125 2 N436 0 554.323 0 0 0 0 126 2 N467 0 212.727 0 0 0 0 127 2 N450 0 88.592 0 0 0 0 128 2 N468 0 98.432 0 0 0 0 129 2 N471 0 200.295 0 0 0 0 130 2 N483 0 150.558 0 0 0 0 131 2 N472 0 1024.128 0 0 0 0 132 2 N475 0 196.514 0 0 0 0 133 2 N864 0 18.632 0 0 0 0 134 2 N474 0 74.203 0 0 0 0 135 2 N476 0 87.432 0 0 0 0 136 2 N438 0 437.435 0 0 0 0 137 2 N477 0 191.741 0 0 0 0 138 2 N470 2.535 71.354 -157.96 0 0 0 139 2 N440 0 448.825 0 0 0 0 140 2 N456 13.387 970.115 165.347 0 0 0 141 2 N442 0 475.255 0 0 0 0 142 2 N466 0 79.442 0 0 0 0 143 2 N478 0 223.794 0 0 0 0 144 2 N485 0 157.922 0 0 0 0 145 2 N445 0 224.784 0 0 0 0 146 2 N479 0 200.168 0 0 0 0 147 2 N487 0 154.46 0 0 0 0 148 2 N482 0 144.491 0 0 0 0 149 2 N446 0 196.458 0 0 0 0 150 2 N488 0 157.814 0 0 0 0 151 2 N447 0 188.734 0 0 0 0 152 2 N762 0 17.185 0 0 0 0 153 2 N775 0 16.092 0 0 0 0 154 2 N785 0 14.76 0 0 0 0 155 2 N461 0 216.902 0 0 0 0 156 2 N484 0 160.037 0 0 0 0 157 2 N458 0 59.693 0 0 0 0 158 2 N473 0 199.258 0 0 0 0 159 2 N20 7.018 1237.949 -551.167 0 0 0 160 2 N385 0 18.635 0 0 0 0 161 2 N401 0 28.907 0 0 0 0 162 2 N21 -18.338 1208.927 -533.739 0 0 0 163 2 N325 0 25.103 0 0 0 0 164 2 N387 0 25.637 0 0 0 0 165 2 N308 0 24.187 0 0 0 0

Job Number Model Name

DOTEC

MMH

B2510092_000 Conexwest Shipping Containers

Checked By : AAL

10/15/2025

9:42:24 PM

RISA-3D Version 22 [ 20x8.r3d ] Page 33

Node Reactions (Continued)

LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft]

166 2 N323 0 24.922 0 0 0 0 167 2 N309 0 16.552 0 0 0 0 168 2 N395 0 12.99 0 0 0 0 169 2 N374 0 27.889 0 0 0 0 170 2 N375 0 17.794 0 0 0 0 171 2 N390 0 18.161 0 0 0 0 172 2 N398 0 26.419 0 0 0 0 173 2 N22 -11.459 902.476 189.962 0 0 0 174 2 N23 21.862 1064.343 181.884 0 0 0 175 2 N381 0 14.665 0 0 0 0 176 2 N383 0 23.839 0 0 0 0 177 2 N373 0 20.393 0 0 0 0 178 2 N376 0 36.997 0 0 0 0 179 2 N389 0 -63.205 0 0 0 0 180 2 N396 0 48.682 0 0 0 0 181 2 N36 -16.492 877.094 -81.713 0 0 0 182 2 N37 12.243 843.754 -77.211 0 0 0 183 2 N294 0 23.738 0 0 0 0 184 2 N307 0 17.146 0 0 0 0 185 2 N312 0 14.789 0 0 0 0 186 2 N39 -8.92 1211.36 426.201 0 0 0 187 2 N38 14.087 1058.505 445.783 0 0 0 188 2 N293 0 27.595 0 0 0 0 189 2 N306 0 -51.819 0 0 0 0 190 2 N310 0 30.451 0 0 0 0 191 2 N322 0 23.368 0 0 0 0 192 2 N324 0 19.253 0 0 0 0 193 2 N326 0 23.92 0 0 0 0 194 2 N363 0 45.825 0 0 0 0 195 2 Totals: 0 19448.63 0 196 2 COG (ft): X: 14.814 Y: 4.375 Z: 10.027 197 3 N454 0 1323.757 0 0 0 0 198 3 N486 0 339.058 0 0 0 0 199 3 N448 0 1392.572 0 0 0 0 200 3 N794 0 103.189 0 0 0 0 201 3 N867 0 111.888 0 0 0 0 202 3 N840 0 316.436 0 0 0 0 203 3 N842 0 145.513 0 0 0 0 204 3 N859 0 183.584 0 0 0 0 205 3 N449 0 1421.878 0 0 0 0 206 3 N460 0 1365.146 0 0 0 0 207 3 N451 0 1407.377 0 0 0 0 208 3 N849 0 233.951 0 0 0 0 209 3 N452 0 1339.997 0 0 0 0 210 3 N462 0 1318.336 0 0 0 0 211 3 N453 0 1419.524 0 0 0 0 212 3 N455 -19.531 1384.528 18.436 0 0 0 213 3 N457 0 1415.113 0 0 0 0 214 3 N854 0 343.144 0 0 0 0 215 3 N459 0 1416.328 0 0 0 0 216 3 N464 0 1354.655 0 0 0 0 217 3 N481 0 306.598 0 0 0 0 218 3 N480 0 1324.684 0 0 0 0 219 3 N469 -14.799 1405.213 -25.108 0 0 0 220 3 N465 0 1426.79 0 0 0 0

Job Number Model Name

DOTEC

MMH

B2510092_000 Conexwest Shipping Containers

Checked By : AAL

10/15/2025

9:42:24 PM

RISA-3D Version 22 [ 20x8.r3d ] Page 34

Node Reactions (Continued)

LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft]

221 3 N868 0 237.111 0 0 0 0 222 3 N463 0 1412.721 0 0 0 0 223 3 N436 0 405.557 0 0 0 0 224 3 N467 0 1420.151 0 0 0 0 225 3 N450 0 1332.458 0 0 0 0 226 3 N468 0 1366.341 0 0 0 0 227 3 N471 0 1387.709 0 0 0 0 228 3 N483 0 369.744 0 0 0 0 229 3 N472 0 1984.24 0 0 0 0 230 3 N475 0 1387.819 0 0 0 0 231 3 N864 0 289.644 0 0 0 0 232 3 N474 0 1311.402 0 0 0 0 233 3 N476 0 1310.956 0 0 0 0 234 3 N438 0 356.97 0 0 0 0 235 3 N477 0 1463.651 0 0 0 0 236 3 N470 7.174 1291.284 -113.821 0 0 0 237 3 N440 0 483.461 0 0 0 0 238 3 N456 27.156 1950.873 120.494 0 0 0 239 3 N442 0 482.391 0 0 0 0 240 3 N466 0 1317.67 0 0 0 0 241 3 N478 0 1591.41 0 0 0 0 242 3 N485 0 324.882 0 0 0 0 243 3 N445 0 1583.312 0 0 0 0 244 3 N479 0 1433.034 0 0 0 0 245 3 N487 0 334.346 0 0 0 0 246 3 N482 0 344.8 0 0 0 0 247 3 N446 0 1652.809 0 0 0 0 248 3 N488 0 298.489 0 0 0 0 249 3 N447 0 1474.366 0 0 0 0 250 3 N762 0 259.719 0 0 0 0 251 3 N775 0 238.14 0 0 0 0 252 3 N785 0 208.362 0 0 0 0 253 3 N461 0 1429.338 0 0 0 0 254 3 N484 0 365.41 0 0 0 0 255 3 N458 0 1288.821 0 0 0 0 256 3 N473 0 1412.735 0 0 0 0 257 3 N20 71.605 7176.796 -3025.155 0 0 0 258 3 N385 0 375.392 0 0 0 0 259 3 N401 0 382.214 0 0 0 0 260 3 N21 -84.338 6935.466 -2965.892 0 0 0 261 3 N325 0 362.673 0 0 0 0 262 3 N387 0 380.079 0 0 0 0 263 3 N308 0 396.068 0 0 0 0 264 3 N323 0 464.847 0 0 0 0 265 3 N309 0 425.468 0 0 0 0 266 3 N395 0 381.368 0 0 0 0 267 3 N374 0 511.87 0 0 0 0 268 3 N375 0 288.193 0 0 0 0 269 3 N390 0 382.419 0 0 0 0 270 3 N398 0 512.636 0 0 0 0 271 3 N22 -7.197 5417.72 1408.89 0 0 0 272 3 N23 14.987 5782.246 1348.691 0 0 0 273 3 N381 0 354.052 0 0 0 0 274 3 N383 0 340.463 0 0 0 0 275 3 N373 0 385.863 0 0 0 0

Job Number Model Name

DOTEC

MMH

B2510092_000 Conexwest Shipping Containers

Checked By : AAL

10/15/2025

9:42:24 PM

RISA-3D Version 22 [ 20x8.r3d ] Page 35

Node Reactions (Continued)

LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft]

276 3 N376 0 591.238 0 0 0 0 277 3 N389 0 307.823 0 0 0 0 278 3 N396 0 353.036 0 0 0 0 279 3 N36 -37.422 5237.023 -736.12 0 0 0 280 3 N37 40.485 5014.659 -691.039 0 0 0 281 3 N294 0 466.718 0 0 0 0 282 3 N307 0 376.289 0 0 0 0 283 3 N312 0 362.453 0 0 0 0 284 3 N39 -106.385 6272.233 2302.081 0 0 0 285 3 N38 108.266 5985.657 2358.543 0 0 0 286 3 N293 0 364.899 0 0 0 0 287 3 N306 0 345.641 0 0 0 0 288 3 N310 0 488.972 0 0 0 0 289 3 N322 0 428.745 0 0 0 0 290 3 N324 0 367.624 0 0 0 0 291 3 N326 0 355.056 0 0 0 0 292 3 N363 0 353.346 0 0 0 0 293 3 Totals: 0 117528.63 0 294 3 COG (ft): X: 13.973 Y: 0.569 Z: 10.005 295 4 N454 0 90.88 0 0 0 0 296 4 N486 0 128.53 0 0 0 0 297 4 N448 0 85.598 0 0 0 0 298 4 N794 0 -6.117 0 0 0 0 299 4 N867 0 6.033 0 0 0 0 300 4 N840 0 19.212 0 0 0 0 301 4 N842 0 -18.134 0 0 0 0 302 4 N859 0 12.844 0 0 0 0 303 4 N449 0 170.693 0 0 0 0 304 4 N460 0 98.893 0 0 0 0 305 4 N451 0 168.002 0 0 0 0 306 4 N849 0 18.376 0 0 0 0 307 4 N452 0 88.921 0 0 0 0 308 4 N462 0 79.6 0 0 0 0 309 4 N453 0 169.066 0 0 0 0 310 4 N455 -7.932 162.607 44.939 0 0 0 311 4 N457 0 168.16 0 0 0 0 312 4 N854 0 22.275 0 0 0 0 313 4 N459 0 171.921 0 0 0 0 314 4 N464 0 94.57 0 0 0 0 315 4 N481 0 123.083 0 0 0 0 316 4 N480 0 62.68 0 0 0 0 317 4 N469 -8.865 164.964 -49.667 0 0 0 318 4 N465 0 172.291 0 0 0 0 319 4 N868 0 19.182 0 0 0 0 320 4 N463 0 171.054 0 0 0 0 321 4 N436 0 416.149 0 0 0 0 322 4 N467 0 171.895 0 0 0 0 323 4 N450 0 87.95 0 0 0 0 324 4 N468 0 98.517 0 0 0 0 325 4 N471 0 161.41 0 0 0 0 326 4 N483 0 127.708 0 0 0 0 327 4 N472 0 664.707 0 0 0 0 328 4 N475 0 164.616 0 0 0 0 329 4 N864 0 19.026 0 0 0 0 330 4 N474 0 74.091 0 0 0 0

Job Number Model Name

DOTEC

MMH

B2510092_000 Conexwest Shipping Containers

Checked By : AAL

10/15/2025

9:42:24 PM

RISA-3D Version 22 [ 20x8.r3d ] Page 36

Node Reactions (Continued)

LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft]

331 4 N476 0 89.33 0 0 0 0 332 4 N438 0 367.933 0 0 0 0 333 4 N477 0 163.001 0 0 0 0 334 4 N470 3.462 70.977 -91.163 0 0 0 335 4 N440 0 357.902 0 0 0 0 336 4 N456 13.335 636.483 95.891 0 0 0 337 4 N442 0 372.105 0 0 0 0 338 4 N466 0 79.437 0 0 0 0 339 4 N478 0 212.551 0 0 0 0 340 4 N485 0 131.34 0 0 0 0 341 4 N445 0 194.181 0 0 0 0 342 4 N479 0 174.292 0 0 0 0 343 4 N487 0 128.786 0 0 0 0 344 4 N482 0 124.299 0 0 0 0 345 4 N446 0 192.4 0 0 0 0 346 4 N488 0 130.453 0 0 0 0 347 4 N447 0 161.303 0 0 0 0 348 4 N762 0 17.186 0 0 0 0 349 4 N775 0 16.119 0 0 0 0 350 4 N785 0 14.923 0 0 0 0 351 4 N461 0 173.676 0 0 0 0 352 4 N484 0 132.932 0 0 0 0 353 4 N458 0 65.189 0 0 0 0 354 4 N473 0 163.331 0 0 0 0 355 4 N20 7.018 1237.949 -551.167 0 0 0 356 4 N385 0 18.635 0 0 0 0 357 4 N401 0 28.907 0 0 0 0 358 4 N21 -18.338 1208.927 -533.739 0 0 0 359 4 N325 0 25.103 0 0 0 0 360 4 N387 0 25.637 0 0 0 0 361 4 N308 0 24.187 0 0 0 0 362 4 N323 0 24.922 0 0 0 0 363 4 N309 0 16.552 0 0 0 0 364 4 N395 0 12.99 0 0 0 0 365 4 N374 0 27.889 0 0 0 0 366 4 N375 0 17.794 0 0 0 0 367 4 N390 0 18.161 0 0 0 0 368 4 N398 0 26.419 0 0 0 0 369 4 N22 -11.459 902.476 189.962 0 0 0 370 4 N23 21.862 1064.343 181.884 0 0 0 371 4 N381 0 14.665 0 0 0 0 372 4 N383 0 23.839 0 0 0 0 373 4 N373 0 20.393 0 0 0 0 374 4 N376 0 36.997 0 0 0 0 375 4 N389 0 -63.205 0 0 0 0 376 4 N396 0 48.682 0 0 0 0 377 4 N36 -16.492 877.094 -81.713 0 0 0 378 4 N37 12.243 843.754 -77.211 0 0 0 379 4 N294 0 23.738 0 0 0 0 380 4 N307 0 17.146 0 0 0 0 381 4 N312 0 14.789 0 0 0 0 382 4 N39 -8.92 1211.36 426.201 0 0 0 383 4 N38 14.087 1058.505 445.783 0 0 0 384 4 N293 0 27.595 0 0 0 0 385 4 N306 0 -51.819 0 0 0 0

Job Number Model Name

DOTEC

MMH

B2510092_000 Conexwest Shipping Containers

Checked By : AAL

10/15/2025

9:42:24 PM

RISA-3D Version 22 [ 20x8.r3d ] Page 37

Node Reactions (Continued)

LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft]

386 4 N310 0 30.451 0 0 0 0 387 4 N322 0 23.368 0 0 0 0 388 4 N324 0 19.253 0 0 0 0 389 4 N326 0 23.92 0…