Attachment B Structural RPT.pdf
PDF 4 MB Posted
- Attached to
- Culpeper Regional Airport Hangar Remediation
- Solicitation number
- 55503
- Issued by
- Culpeper County, Virginia
About this file
This document is a structural assessment report prepared by DRH Engineers, PLC for the TI Martin Airplane Hanger located in Culpeper, Virginia. The report evaluates the structural integrity of the existing roof framing system and provides recommendations for strengthening or stiffening the trusses to support the self-weight, wind, and current code snow loads. The analysis was conducted based on the 2018 VA USBC/2018 VCC, ASCE 7-16, and NDS 2017 design criteria. The report includes detailed truss reinforcement plans and computer model graphics, as well as structural calculations.
The structural assessment found the roof framing system to be structurally deficient in its current state. The recommended strengthening and stiffening measures are outlined in the attachments, including the addition of 2-ply 2x12 top chords, 2x12 purlins, 2-ply 2x6 bottom chords, and various diagonal bracing elements. Taking into account engineering certainty and risk, the report concludes that the structural integrity of the roof system will be sound if the recommended remediation work is implemented.
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| File | Type | Posted |
|---|---|---|
| Airport Hangar Remediation IFB AP_24_0901.pdf | ||
| Attachment A CULPEPER AIRPORT-BID-PERM-CONSTN-110323.pdf |
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Text version
www.drhengineers.com 7190 Brewster Lane, Suite 100
Warrenton, Virginia 20186
(540) 349-7840
Mr. Norman Smith September 29, 2023 Norman Smith Architecture 3637 Slate Mills Road Sperryville, VA 22740‐2410
Re: Structural Assessment of existing roof framing system of TI Martin Airplane Hanger, Culpeper, Virginia
Dear Mr. Smith
The purpose of this letter is to opine on the structural integrety of the existing roof framing system of the TI Martin airplane hanger and is based on site observations and the design criterion of 2018 VA USBC/2018 VCC, ASCE 7‐16 and NDS 2017. Refer to attached Appendix B Structural Calculations for Roof Framing Analysis.
The roof framing system was found to be structurally deficient to support the self‐weight, wind and current code snow loads. Recommended strengthening or stiffening of the trusses is shown on Sheets SA‐1 and SA‐2 included in the attached Appendix A.
The following loads were applied in the analysis:
Wind (Ultimate) = 115 mph Dead Load = 10 psf Roof Live Load = 20 psf Ground Snow Load = 25 psf (Roof Snow Load = 21 psf)
Taking into consideration a reasonable degree of engineering certainty and probability and the risk to building and land, it is our professional opinion that as currently built and if stiffened as recommended, the structural integrity of the roof system is sound.
Should you have any questions with regard to the information contained in this letter, please do not hesitate to contact us at 540‐349‐7840.
www.drhengineers.com 7190 Brewster Lane, Suite 100
Warrenton, Virginia 20186
(540) 349-7840
APPENDIX A
TRUSS REINFORCEMENT PLAN
AND COMPUTER MODEL GRAPHICS
EX. 2-PLY 2x12 TOP CHORD EX. 2x12 PURLINS@24"o/c
2-PLY 2x6 BOTTOM CHORD
EX. 2x8 BOLTED TO EA. SIDE OF 2-PLY 2x6 BOTTOM CHORD
EX. 2-PLY 2x4 V-BRACE
SISTER NEW 2x6 TO EA. SIDE OF EX 2-PLY 2x6 DIAG BRACE CONNECT
WITH 2-ROWS OF SIMPSON
SDS25x212"@8"o/c STRUCT. SCREWS
EX. 2-PLY 2x6 V-BRACE WITH 2-2x6 SISTER BRACES
EACH SIDE. ADD 6 ADDL. STRUCT SCREWS
EX. 2-PLY 2x4 V-BRACE
EX. 2-PLY 2x4 V-BRACE
EX. 2-PLY 2x6 V-BRACE WITH 2-2x6 SISTER BRACES
EACH SIDE. ADD 6 ADDL. STRUCT SCREWS
EX. PT 6x6 SUPPORT POST ADD 2x6 TO FRONT AND REAR
SIDE AS SHOWN CONNECT WITH 2-ROWS OF SIMPSON
SDS25x312"@8"o/c STRUCT. SCREWS
SISTER NEW 2x6 TO EA. SIDE OF EX 2-PLY 2x6 BOTTOM CONNECT WITH
2-ROWS OF SIMPSON
SDS25x212"@8"o/c STRUCT. SCREWS
24'-3"± 24'-3"±
16'-3"± 16'-0"± 16'-3"±
SISTER NEW 2x6 TO EA. SIDE OF EX 2-PLY 2x6 BOTTOM CONNECT WITH
2-ROWS OF SIMPSON
SDS25x212"@8"o/c STRUCT. SCREWS
SISTER NEW 2x6 TO EA. SIDE OF EX 2-PLY 2x4 V BRACE WITH 2-ROWS OF
SIMPSON SDS25x21 2"@8"o/c STRUCT. SCREWS SISTER NEW 2x6 TO EA. SIDE OF EX
2-PLY 2x4 V BRACE WITH 2-ROWS OF SIMPSON SDS25x21
2"@8"o/c STRUCT. SCREWS
REPLACE EX. 2x12 SUPPORT BEAMS
FOR ROLLING HANGER DOORS WITH
3.5"x11.875" PT PSL PLUS BEAMS
WRAPPED TO PREVENT WETTING
OR w/SIMPSON HANGER (SEE ARCHS
FOR DETAIL)
CONCRETE FLOOR
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DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
DRH JOB #:
DRAWING #:
SHEET: OF
CONTRACTOR TO FIELD
VERIFY ALL DIMENSIONS PRIOR
TO CONSTRUCTION
DO NOT SCALE DRAWINGS
IF THE CONTRACTOR OR SUBCONTRACTOR SHOULD FIND ANY
DISCREPANCY IN AND/OR OMISSIONS FROM THESE DRAWINGS OR IF THE
CONTRACTOR SHOULD BE IN QUESTION AS TO THEIR MEANING OR
INTENT, THE CONTRACTOR SHOULD CONTACT THE ENGINEER AT ONCE
FOR INTERPRETATION OR CLARIFICATION.
EXISTING UNDERGROUND UTILITY INFORMATION SHOWN IN THESE
PLANS (IF ANY) ARE TAKEN FROM AVAILABLE RECORDS. PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL
CONTACT “MISS UTILITY” AT 1-800-257-7777 AND/OR THE APPROPRIATE
UTILITY COMPANIES TO LOCATE THE EXACT HORIZONTAL AND VERTICAL
LOCATION OF ALL UNDERGROUND UTILITIES IN THE WORK AREA.
2230603.00 09/29/23
Scale: 1/4"=1'-0"
TRUSS REINFORCEMENT PLAN1
SA-1
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EX. 1-PLY 2x12 TOP CHORD EX. 2x12 PURLINS@24"o/c
24'-3"± 24'-3"±
CONCRETE FLOOR
EX. 2x6 WALL PURLINS
EX. 6x6 POSTEX. 6x6 POST EX. 6x6 POSTEX. 6x6 POSTEX. 6x6 POST EX. 6x6 POST
ADD 2x6 BLOCKING AS SHOWN
ADD 1-2x12 SYP#2 DIAG BRACE & CONNECT TO POST EXTENSIONS w/8-SIMPSON SDS 0.25x4" STRUCT.
SCREWS AT EA. END AS SHOWN
ADD 1-2x12 SYP #2 DIAG.BRACE & CONNECT TO POST EXTENSIONS w/8-SIMPSON SDS 0.25x4" STRUCT.
SCREWS AT EA. END
ADD 1-2x12 SYP#2 DIAG BRACE & CONNECT TO POSTS w/SIMPSON SDS 0.25x4" STRUCT. SCREWS AT
EA. END AS SHOWN
ADD 1-2x12 SYP#2 DIAG BRACE & CONNECT TO POSTS w/SIMPSON SDS 0.25x4" STRUCT. SCREWS AT
EA. END AS SHOWN
ADD (3) 12"x10" THRU BOLTS
AT EACH POST TO REINFORCE
CONNECTION BETWEEN POSTS &
2x6 EXTENSIONS
EX. 2x6 POST EXTENSIONS (3 LOCATIONS) ADD 2x6 STRONG
BACKS ACROSS CENTER
OF WALL PURLINS
REPLACE EX. 2x12 SUPPORT BEAMS
FOR ROLLING HANGER DOORS WITH
3.5"x11.875" PT PSL PLUS BEAMS
WRAPPED TO PREVENT WETTING
OR w/SIMPSON HANGER (SEE ARCHS
FOR DETAIL)
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09/29/23
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.d rh e n g in e e rs .c o m
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DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
DRH JOB #:
DRAWING #:
SHEET: OF
CONTRACTOR TO FIELD
VERIFY ALL DIMENSIONS PRIOR
TO CONSTRUCTION
DO NOT SCALE DRAWINGS
IF THE CONTRACTOR OR SUBCONTRACTOR SHOULD FIND ANY
DISCREPANCY IN AND/OR OMISSIONS FROM THESE DRAWINGS OR IF THE
CONTRACTOR SHOULD BE IN QUESTION AS TO THEIR MEANING OR
INTENT, THE CONTRACTOR SHOULD CONTACT THE ENGINEER AT ONCE
FOR INTERPRETATION OR CLARIFICATION.
EXISTING UNDERGROUND UTILITY INFORMATION SHOWN IN THESE
PLANS (IF ANY) ARE TAKEN FROM AVAILABLE RECORDS. PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL
CONTACT “MISS UTILITY” AT 1-800-257-7777 AND/OR THE APPROPRIATE
UTILITY COMPANIES TO LOCATE THE EXACT HORIZONTAL AND VERTICAL
LOCATION OF ALL UNDERGROUND UTILITIES IN THE WORK AREA.
2230603.00 09/29/23
Scale: 1/4"=1'-0"
BLDG GABLE END REINFORCEMENT PLAN1
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B re w st e r
L a n e
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; W a rr e n to n
, V A w w w
.d rh e n g in e e rs .c o m
-3
-7
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
DRH JOB #:
DRAWING #:
SHEET: OF
CONTRACTOR TO FIELD
VERIFY ALL DIMENSIONS PRIOR
TO CONSTRUCTION
DO NOT SCALE DRAWINGS
IF THE CONTRACTOR OR SUBCONTRACTOR SHOULD FIND ANY
DISCREPANCY IN AND/OR OMISSIONS FROM THESE DRAWINGS OR IF THE
CONTRACTOR SHOULD BE IN QUESTION AS TO THEIR MEANING OR
INTENT, THE CONTRACTOR SHOULD CONTACT THE ENGINEER AT ONCE
FOR INTERPRETATION OR CLARIFICATION.
EXISTING UNDERGROUND UTILITY INFORMATION SHOWN IN THESE
PLANS (IF ANY) ARE TAKEN FROM AVAILABLE RECORDS. PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL
CONTACT “MISS UTILITY” AT 1-800-257-7777 AND/OR THE APPROPRIATE
UTILITY COMPANIES TO LOCATE THE EXACT HORIZONTAL AND VERTICAL
LOCATION OF ALL UNDERGROUND UTILITIES IN THE WORK AREA.
2230603.00 09/29/23
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B re w st e r
L a n e
, S u it e
; W a rr e n to n
, V A w w w
.d rh e n g in e e rs .c o m
-3
-7
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
DRH JOB #:
DRAWING #:
SHEET: OF
CONTRACTOR TO FIELD
VERIFY ALL DIMENSIONS PRIOR
TO CONSTRUCTION
DO NOT SCALE DRAWINGS
IF THE CONTRACTOR OR SUBCONTRACTOR SHOULD FIND ANY
DISCREPANCY IN AND/OR OMISSIONS FROM THESE DRAWINGS OR IF THE
CONTRACTOR SHOULD BE IN QUESTION AS TO THEIR MEANING OR
INTENT, THE CONTRACTOR SHOULD CONTACT THE ENGINEER AT ONCE
FOR INTERPRETATION OR CLARIFICATION.
EXISTING UNDERGROUND UTILITY INFORMATION SHOWN IN THESE
PLANS (IF ANY) ARE TAKEN FROM AVAILABLE RECORDS. PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL
CONTACT “MISS UTILITY” AT 1-800-257-7777 AND/OR THE APPROPRIATE
UTILITY COMPANIES TO LOCATE THE EXACT HORIZONTAL AND VERTICAL
LOCATION OF ALL UNDERGROUND UTILITIES IN THE WORK AREA.
2230603.00 09/29/23
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Appendix B Structural Calculations for
TRUSS ANALYSIS
CULPEPER AIRPORT HANGER
Culpeper, Virginia
CERTIFICATION
I, DAVID R. HALL, A DULY LICENSED ENGINEER IN THE
COMMONWEALTH OF VIRGINIA (LICENSE No. 15054), DO
HEREBY CERTIFY THAT THESE CALCULATIONS WERE PREPARED
BY MYSELF OR UNDER MY SUPERVISION AND CONFORM WITH THE
REQUIREMENTS OF
THE IBC CODE 2018 AND ASCE-7-16
Detail Report: M1 Load Combination: Envelope Code check: 0.298 (LC 15) y z y z x
Input Data Shape: 2-2X6 (nominal)
Member Type: Beam
Length (ft): 5.387
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N1
J Node: N6
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M1
N1 N6
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 15 - - - -
Applied Loading - Shear + Torsion 15 - - - -
Axial Compression Analysis - 0 ksi 0.555 ksi - -
Axial Tension Analysis - -0.206 ksi 1.4 ksi - -
Flexural Analysis, Fb1' - 0.314 ksi 2.145 ksi - -
Flexural Analysis, Fb2' - 0.013 ksi 2.484 ksi - -
Bending & Axial Compression Analysis - - - 0.152 PASS
Bending & Axial Tension Analysis - - - 0.298 PASS
Shear Analysis - 0.023 ksi 0.28 ksi 0.083 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 1
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
9/16/2023
6:41:20 PM
Detail Report: M2 Load Combination: Envelope Code check: 0.388 (LC 10) y z y z x
Input Data Shape: 4-2X6 (nominal)
Member Type: Beam
Length (ft): 8
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N2
J Node: N10
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M2
N2 N10
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 10 - - - -
Applied Loading - Shear + Torsion 10 - - - -
Axial Compression Analysis - 0.042 ksi 0.876 ksi - -
Axial Tension Analysis - 0 ksi 1.4 ksi - -
Flexural Analysis, Fb1' - 0.808 ksi 2.155 ksi - -
Flexural Analysis, Fb2' - 0.000902 ksi 2.484 ksi - -
Bending & Axial Compression Analysis - - - 0.388 PASS
Bending & Axial Tension Analysis - - - 0.375 PASS
Shear Analysis - 0.014 ksi 0.28 ksi 0.05 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 2
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:21 PM
Detail Report: M3 Load Combination: Envelope Code check: 0.544 (LC 14) y z y z x
Input Data Shape: 4-2X6 (nominal)
Member Type: Beam
Length (ft): 5.387
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N3
J Node: N8
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M3
N3 N8
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 14 - - - -
Applied Loading - Shear + Torsion 14 - - - -
Axial Compression Analysis - 0.048 ksi 1.24 ksi - -
Axial Tension Analysis - 0 ksi 1.4 ksi - -
Flexural Analysis, Fb1' - 1.141 ksi 2.157 ksi - -
Flexural Analysis, Fb2' - 0.015 ksi 2.484 ksi - -
Bending & Axial Compression Analysis - - - 0.544 PASS
Bending & Axial Tension Analysis - - - 0.535 PASS
Shear Analysis - 0.039 ksi 0.28 ksi 0.14 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 3
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:22 PM
Detail Report: M4 Load Combination: Envelope Code check: 0.350 (LC 7) y z y z x
Input Data Shape: 2-2X6 (nominal)
Member Type: Beam
Length (ft): 5.387
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N6
J Node: N7
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M4
N6 N7
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 7 - - - -
Applied Loading - Shear + Torsion 7 - - - -
Axial Compression Analysis - 0.017 ksi 0.522 ksi - -
Axial Tension Analysis - 0 ksi 1.006 ksi - -
Flexural Analysis, Fb1' - 0.519 ksi 1.545 ksi - -
Flexural Analysis, Fb2' - 0.021 ksi 1.785 ksi - -
Bending & Axial Compression Analysis - - - 0.35 PASS
Bending & Axial Tension Analysis - - - 0.348 PASS
Shear Analysis - 0.019 ksi 0.201 ksi 0.094 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 4
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:23 PM
Detail Report: M5 Load Combination: Envelope Code check: 0.705 (LC 15) y z y z x
Input Data Shape: 4-2X6 (nominal)
Member Type: Beam
Length (ft): 5.387
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N7
J Node: N2
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M5
N7 N2
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 15 - - - -
Applied Loading - Shear + Torsion 15 - - - -
Axial Compression Analysis - 0.043 ksi 1.24 ksi - -
Axial Tension Analysis - 0 ksi 1.4 ksi - -
Flexural Analysis, Fb1' - 1.485 ksi 2.157 ksi - -
Flexural Analysis, Fb2' - 0.016 ksi 2.484 ksi - -
Bending & Axial Compression Analysis - - - 0.705 PASS
Bending & Axial Tension Analysis - - - 0.695 PASS
Shear Analysis - 0.047 ksi 0.28 ksi 0.169 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 5
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:24 PM
Detail Report: M6 Load Combination: Envelope Code check: 0.349 (LC 7) y z y z x
Input Data Shape: 2-2X6 (nominal)
Member Type: Beam
Length (ft): 5.387
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N8
J Node: N9
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M6
N8 N9
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 7 - - - -
Applied Loading - Shear + Torsion 7 - - - -
Axial Compression Analysis - 0.018 ksi 0.522 ksi - -
Axial Tension Analysis - 0 ksi 1.006 ksi - -
Flexural Analysis, Fb1' - 0.519 ksi 1.545 ksi - -
Flexural Analysis, Fb2' - 0.018 ksi 1.785 ksi - -
Bending & Axial Compression Analysis - - - 0.349 PASS
Bending & Axial Tension Analysis - - - 0.346 PASS
Shear Analysis - 0.019 ksi 0.201 ksi 0.094 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 6
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:25 PM
Detail Report: M7 Load Combination: Envelope Code check: 0.312 (LC 14) y z y z x
Input Data Shape: 2-2X6 (nominal)
Member Type: Beam
Length (ft): 5.387
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N9
J Node: N4
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M7
N9 N4
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 14 - - - -
Applied Loading - Shear + Torsion 14 - - - -
Axial Compression Analysis - 0 ksi 0.555 ksi - -
Axial Tension Analysis - -0.215 ksi 1.4 ksi - -
Flexural Analysis, Fb1' - 0.287 ksi 2.145 ksi - -
Flexural Analysis, Fb2' - 0.066 ksi 2.484 ksi - -
Bending & Axial Compression Analysis - - - 0.16 PASS
Bending & Axial Tension Analysis - - - 0.312 PASS
Shear Analysis - 0.027 ksi 0.28 ksi 0.096 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 7
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:26 PM
Detail Report: M8 Load Combination: Envelope Code check: 0.222 (LC 11) y z y z x
Input Data Shape: 4-2X6 (nominal)
Member Type: Beam
Length (ft): 8
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N10
J Node: N3
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M8
N10 N3
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 11 - - - -
Applied Loading - Shear + Torsion 15 - - - -
Axial Compression Analysis - 0 ksi 0.876 ksi - -
Axial Tension Analysis - -0.053 ksi 1.4 ksi - -
Flexural Analysis, Fb1' - 0.395 ksi 2.155 ksi - -
Flexural Analysis, Fb2' - 0.002 ksi 2.484 ksi - -
Bending & Axial Compression Analysis - - - 0.184 PASS
Bending & Axial Tension Analysis - - - 0.222 PASS
Shear Analysis - 0.006 ksi 0.28 ksi 0.021 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 8
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:27 PM
Detail Report: M23 Load Combination: Envelope Code check: 0.314 (LC 11) y z y z x
Input Data Shape: 2-2X12 (nominal)
Member Type: Beam
Length (ft): 2.107
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N1
J Node: N21
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M23
N1 N21
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 11 - - - -
Applied Loading - Shear + Torsion 7 - - - -
Axial Compression Analysis - 0.005 ksi 1.236 ksi - -
Axial Tension Analysis - 0 ksi 1.04 ksi - -
Flexural Analysis, Fb1' - 0.457 ksi 1.594 ksi - -
Flexural Analysis, Fb2' - 0.053 ksi 1.92 ksi - -
Bending & Axial Compression Analysis - - - 0.314 PASS
Bending & Axial Tension Analysis - - - 0.314 PASS
Shear Analysis - 0.029 ksi 0.201 ksi 0.142 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 9
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:28 PM
Detail Report: M24 Load Combination: Envelope Code check: 0.216 (LC 15) y z y z x
Input Data Shape: 2-2X12 (nominal)
Member Type: Beam
Length (ft): 2.107
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N21
J Node: N22
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M24
N21 N22
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 15 - - - -
Applied Loading - Shear + Torsion 7 - - - -
Axial Compression Analysis - 0.014 ksi 1.236 ksi - -
Axial Tension Analysis - 0 ksi 1.04 ksi - -
Flexural Analysis, Fb1' - 0.338 ksi 1.594 ksi - -
Flexural Analysis, Fb2' - 0.007 ksi 1.92 ksi - -
Bending & Axial Compression Analysis - - - 0.216 PASS
Bending & Axial Tension Analysis - - - 0.216 PASS
Shear Analysis - 0.027 ksi 0.201 ksi 0.136 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 10
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:29 PM
Detail Report: M25 Load Combination: Envelope Code check: 0.248 (LC 7) y z y z x
Input Data Shape: 2-2X12 (nominal)
Member Type: Beam
Length (ft): 1.461
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N22
J Node: N13
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M25
N22 N13
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 7 - - - -
Applied Loading - Shear + Torsion 7 - - - -
Axial Compression Analysis - 0.012 ksi 0.942 ksi - -
Axial Tension Analysis - 0 ksi 0.748 ksi - -
Flexural Analysis, Fb1' - 0.168 ksi 1.148 ksi - -
Flexural Analysis, Fb2' - 0.009 ksi 1.38 ksi - -
Bending & Axial Compression Analysis - - - 0.153 PASS
Bending & Axial Tension Analysis - - - 0.153 PASS
Shear Analysis - 0.05 ksi 0.201 ksi 0.248 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 11
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:30 PM
Detail Report: M26 Load Combination: Envelope Code check: 0.562 (LC 7) y z y z x
Input Data Shape: 2-2X12 (nominal)
Member Type: Beam
Length (ft): 0.646
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N13
J Node: N23
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M26
N13 N23
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 7 - - - -
Applied Loading - Shear + Torsion 7 - - - -
Axial Compression Analysis - 0.037 ksi 0.962 ksi - -
Axial Tension Analysis - 0 ksi 0.748 ksi - -
Flexural Analysis, Fb1' - 0.214 ksi 1.149 ksi - -
Flexural Analysis, Fb2' - 0.008 ksi 1.38 ksi - -
Bending & Axial Compression Analysis - - - 0.193 PASS
Bending & Axial Tension Analysis - - - 0.192 PASS
Shear Analysis - 0.113 ksi 0.201 ksi 0.562 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 12
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:31 PM
Detail Report: M30 Load Combination: Envelope Code check: 0.379 (LC 7) y z y z x
Input Data Shape: 2-2X12 (nominal)
Member Type: Beam
Length (ft): 2.107
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N23
J Node: N24
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M30
N23 N24
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 7 - - - -
Applied Loading - Shear + Torsion 7 - - - -
Axial Compression Analysis - 0.02 ksi 0.913 ksi - -
Axial Tension Analysis - 0 ksi 0.748 ksi - -
Flexural Analysis, Fb1' - 0.423 ksi 1.147 ksi - -
Flexural Analysis, Fb2' - 0.013 ksi 1.38 ksi - -
Bending & Axial Compression Analysis - - - 0.379 PASS
Bending & Axial Tension Analysis - - - 0.378 PASS
Shear Analysis - 0.022 ksi 0.201 ksi 0.107 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 13
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:33 PM
Detail Report: M31 Load Combination: Envelope Code check: 0.598 (LC 7) y z y z x
Input Data Shape: 2-2X12 (nominal)
Member Type: Beam
Length (ft): 2.107
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N24
J Node: N25
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M31
N24 N25
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 7 - - - -
Applied Loading - Shear + Torsion 7 - - - -
Axial Compression Analysis - 0.018 ksi 0.913 ksi - -
Axial Tension Analysis - 0 ksi 0.748 ksi - -
Flexural Analysis, Fb1' - 0.676 ksi 1.147 ksi - -
Flexural Analysis, Fb2' - 0.012 ksi 1.38 ksi - -
Bending & Axial Compression Analysis - - - 0.598 PASS
Bending & Axial Tension Analysis - - - 0.598 PASS
Shear Analysis - 0.004 ksi 0.201 ksi 0.018 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 14
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:34 PM
Detail Report: M32 Load Combination: Envelope Code check: 0.582 (LC 7) y z y z x
Input Data Shape: 2-2X12 (nominal)
Member Type: Beam
Length (ft): 0.815
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N25
J Node: N14
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M32
N25 N14
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 7 - - - -
Applied Loading - Shear + Torsion 7 - - - -
Axial Compression Analysis - 0.09 ksi 0.959 ksi - -
Axial Tension Analysis - 0 ksi 0.748 ksi - -
Flexural Analysis, Fb1' - 0.646 ksi 1.149 ksi - -
Flexural Analysis, Fb2' - 0.014 ksi 1.38 ksi - -
Bending & Axial Compression Analysis - - - 0.582 PASS
Bending & Axial Tension Analysis - - - 0.573 PASS
Shear Analysis - 0.033 ksi 0.201 ksi 0.166 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 15
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:35 PM
Detail Report: M33 Load Combination: Envelope Code check: 0.760 (LC 7) y z y z x
Input Data Shape: 2-2X12 (nominal)
Member Type: Beam
Length (ft): 1.292
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N14
J Node: N26
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M33
N14 N26
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 7 - - - -
Applied Loading - Shear + Torsion 7 - - - -
Axial Compression Analysis - 0 ksi 0.948 ksi - -
Axial Tension Analysis - -0.058 ksi 0.748 ksi - -
Flexural Analysis, Fb1' - 0.783 ksi 1.148 ksi - -
Flexural Analysis, Fb2' - 0.003 ksi 1.38 ksi - -
Bending & Axial Compression Analysis - - - 0.684 PASS
Bending & Axial Tension Analysis - - - 0.76 PASS
Shear Analysis - 0.035 ksi 0.201 ksi 0.171 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 16
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:36 PM
Detail Report: M34 Load Combination: Envelope Code check: 0.244 (LC 7) y z y z x
Input Data Shape: 2-2X12 (nominal)
Member Type: Beam
Length (ft): 2.107
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N26
J Node: N27
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M34
N26 N27
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 7 - - - -
Applied Loading - Shear + Torsion 7 - - - -
Axial Compression Analysis - 0 ksi 0.913 ksi - -
Axial Tension Analysis - -0.013 ksi 0.748 ksi - -
Flexural Analysis, Fb1' - 0.251 ksi 1.147 ksi - -
Flexural Analysis, Fb2' - 0.01 ksi 1.38 ksi - -
Bending & Axial Compression Analysis - - - 0.226 PASS
Bending & Axial Tension Analysis - - - 0.244 PASS
Shear Analysis - 0.042 ksi 0.201 ksi 0.207 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 17
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:37 PM
Detail Report: M35 Load Combination: Envelope Code check: 0.595 (LC 7) y z y z x
Input Data Shape: 2-2X12 (nominal)
Member Type: Beam
Length (ft): 2.107
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N27
J Node: N28
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M35
N27 N28
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 7 - - - -
Applied Loading - Shear + Torsion 7 - - - -
Axial Compression Analysis - 0 ksi 0.913 ksi - -
Axial Tension Analysis - -0.016 ksi 0.748 ksi - -
Flexural Analysis, Fb1' - 0.658 ksi 1.147 ksi - -
Flexural Analysis, Fb2' - 0.002 ksi 1.38 ksi - -
Bending & Axial Compression Analysis - - - 0.575 PASS
Bending & Axial Tension Analysis - - - 0.595 PASS
Shear Analysis - 0.04 ksi 0.201 ksi 0.199 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 18
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:39 PM
Detail Report: M36 Load Combination: Envelope Code check: 1.063 (LC 7) y z y z x
Input Data Shape: 2-2X12 (nominal)
Member Type: Beam
Length (ft): 0.169
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N28
J Node: N11
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M36
N28 N11
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 7 - - - -
Applied Loading - Shear + Torsion 7 - - - -
Axial Compression Analysis - 0 ksi 0.966 ksi - -
Axial Tension Analysis - -0.045 ksi 0.748 ksi - -
Flexural Analysis, Fb1' - 0.947 ksi 1.15 ksi - -
Flexural Analysis, Fb2' - 0.008 ksi 1.38 ksi - -
Bending & Axial Compression Analysis - - - 0.83 PASS
Bending & Axial Tension Analysis - - - 0.889 PASS
Shear Analysis - 0.214 ksi 0.201 ksi 1.063 FAIL
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 19
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:40 PM
Detail Report: M37 Load Combination: Envelope Code check: 0.629 (LC 7) y z y z x
Input Data Shape: 2-2X12 (nominal)
Member Type: Beam
Length (ft): 1.938
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N11
J Node: N29
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M37
N11 N29
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 7 - - - -
Applied Loading - Shear + Torsion 7 - - - -
Axial Compression Analysis - 0 ksi 0.922 ksi - -
Axial Tension Analysis - -0.01 ksi 0.748 ksi - -
Flexural Analysis, Fb1' - 0.702 ksi 1.147 ksi - -
Flexural Analysis, Fb2' - 0.006 ksi 1.38 ksi - -
Bending & Axial Compression Analysis - - - 0.616 PASS
Bending & Axial Tension Analysis - - - 0.629 PASS
Shear Analysis - 0.018 ksi 0.201 ksi 0.09 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 20
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:41 PM
Detail Report: M38 Load Combination: Envelope Code check: 0.156 (LC 7) y z y z x
Input Data Shape: 2-2X12 (nominal)
Member Type: Beam
Length (ft): 2.107
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N29
J Node: N30
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M38
N29 N30
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 7 - - - -
Applied Loading - Shear + Torsion 7 - - - -
Axial Compression Analysis - 0 ksi 0.913 ksi - -
Axial Tension Analysis - -0.016 ksi 0.748 ksi - -
Flexural Analysis, Fb1' - 0.153 ksi 1.147 ksi - -
Flexural Analysis, Fb2' - 0.002 ksi 1.38 ksi - -
Bending & Axial Compression Analysis - - - 0.135 PASS
Bending & Axial Tension Analysis - - - 0.156 PASS
Shear Analysis - 0.007 ksi 0.201 ksi 0.032 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 21
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:42 PM
Detail Report: M39 Load Combination: Envelope Code check: 0.131 (LC 7) y z y z x
Input Data Shape: 2-2X12 (nominal)
Member Type: Beam
Length (ft): 2.107
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N30
J Node: N31
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M39
N30 N31
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 7 - - - -
Applied Loading - Shear + Torsion 7 - - - -
Axial Compression Analysis - 0 ksi 0.913 ksi - -
Axial Tension Analysis - -0.019 ksi 0.748 ksi - -
Flexural Analysis, Fb1' - 0.12 ksi 1.147 ksi - -
Flexural Analysis, Fb2' - 0.001 ksi 1.38 ksi - -
Bending & Axial Compression Analysis - - - 0.106 PASS
Bending & Axial Tension Analysis - - - 0.131 PASS
Shear Analysis - 0.002 ksi 0.201 ksi 0.012 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 22
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:44 PM
Detail Report: M40 Load Combination: Envelope Code check: 0.102 (LC 15) y z y z x
Input Data Shape: 2-2X12 (nominal)
Member Type: Beam
Length (ft): 2.275
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N31
J Node: N5
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M40
N31 N5
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 15 - - - -
Applied Loading - Shear + Torsion 7 - - - -
Axial Compression Analysis - 0 ksi 1.214 ksi - -
Axial Tension Analysis - -0.021 ksi 1.04 ksi - -
Flexural Analysis, Fb1' - 0.132 ksi 1.593 ksi - -
Flexural Analysis, Fb2' - 0.0007114 ksi 1.92 ksi - -
Bending & Axial Compression Analysis - - - 0.083 PASS
Bending & Axial Tension Analysis - - - 0.102 PASS
Shear Analysis - 0.002 ksi 0.201 ksi 0.012 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 23
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:45 PM
Detail Report: M41 Load Combination: Envelope Code check: 0.437 (LC 10) y z y z x
Input Data Shape: 2-2X12 (nominal)
Member Type: Beam
Length (ft): 2.107
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N4
J Node: N32
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M41
N4 N32
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 10 - - - -
Applied Loading - Shear + Torsion 7 - - - -
Axial Compression Analysis - 0.012 ksi 1.236 ksi - -
Axial Tension Analysis - 0 ksi 1.04 ksi - -
Flexural Analysis, Fb1' - 0.415 ksi 1.594 ksi - -
Flexural Analysis, Fb2' - 0.338 ksi 1.92 ksi - -
Bending & Axial Compression Analysis - - - 0.437 PASS
Bending & Axial Tension Analysis - - - 0.436 PASS
Shear Analysis - 0.031 ksi 0.201 ksi 0.156 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 24
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:46 PM
Detail Report: M42 Load Combination: Envelope Code check: 0.237 (LC 14) y z y z x
Input Data Shape: 2-2X12 (nominal)
Member Type: Beam
Length (ft): 2.107
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N32
J Node: N33
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M42
N32 N33
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 14 - - - -
Applied Loading - Shear + Torsion 7 - - - -
Axial Compression Analysis - 0.021 ksi 1.236 ksi - -
Axial Tension Analysis - 0 ksi 1.04 ksi - -
Flexural Analysis, Fb1' - 0.33 ksi 1.594 ksi - -
Flexural Analysis, Fb2' - 0.057 ksi 1.92 ksi - -
Bending & Axial Compression Analysis - - - 0.237 PASS
Bending & Axial Tension Analysis - - - 0.237 PASS
Shear Analysis - 0.028 ksi 0.201 ksi 0.138 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 25
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:47 PM
Detail Report: M43 Load Combination: Envelope Code check: 0.240 (LC 7) y z y z x
Input Data Shape: 2-2X12 (nominal)
Member Type: Beam
Length (ft): 1.461
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N33
J Node: N16
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M43
N33 N16
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 7 - - - -
Applied Loading - Shear + Torsion 7 - - - -
Axial Compression Analysis - 0.013 ksi 0.942 ksi - -
Axial Tension Analysis - 0 ksi 0.748 ksi - -
Flexural Analysis, Fb1' - 0.169 ksi 1.148 ksi - -
Flexural Analysis, Fb2' - 0.01 ksi 1.38 ksi - -
Bending & Axial Compression Analysis - - - 0.154 PASS
Bending & Axial Tension Analysis - - - 0.154 PASS
Shear Analysis - 0.048 ksi 0.201 ksi 0.24 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 26
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:49 PM
Detail Report: M44 Load Combination: Envelope Code check: 0.560 (LC 7) y z y z x
Input Data Shape: 2-2X12 (nominal)
Member Type: Beam
Length (ft): 0.646
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N16
J Node: N34
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M44
N16 N34
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 7 - - - -
Applied Loading - Shear + Torsion 7 - - - -
Axial Compression Analysis - 0.039 ksi 0.962 ksi - -
Axial Tension Analysis - 0 ksi 0.748 ksi - -
Flexural Analysis, Fb1' - 0.215 ksi 1.149 ksi - -
Flexural Analysis, Fb2' - 0.008 ksi 1.38 ksi - -
Bending & Axial Compression Analysis - - - 0.195 PASS
Bending & Axial Tension Analysis - - - 0.193 PASS
Shear Analysis - 0.113 ksi 0.201 ksi 0.56 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 27
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:50 PM
Detail Report: M45 Load Combination: Envelope Code check: 0.380 (LC 7) y z y z x
Input Data Shape: 2-2X12 (nominal)
Member Type: Beam
Length (ft): 2.107
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N34
J Node: N35
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M45
N34 N35
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 7 - - - -
Applied Loading - Shear + Torsion 7 - - - -
Axial Compression Analysis - 0.022 ksi 0.913 ksi - -
Axial Tension Analysis - 0 ksi 0.748 ksi - -
Flexural Analysis, Fb1' - 0.424 ksi 1.147 ksi - -
Flexural Analysis, Fb2' - 0.013 ksi 1.38 ksi - -
Bending & Axial Compression Analysis - - - 0.38 PASS
Bending & Axial Tension Analysis - - - 0.379 PASS
Shear Analysis - 0.019 ksi 0.201 ksi 0.093 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 28
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:51 PM
Detail Report: M46 Load Combination: Envelope Code check: 0.599 (LC 7) y z y z x
Input Data Shape: 2-2X12 (nominal)
Member Type: Beam
Length (ft): 2.107
Material Type: Wood
Design Rule: Typical
Internal Sections: 97
Design Code: AWC NDS-18 / AWC
SPDWS-21 ASD
I Node: N35
J Node: N36
I Release: Fixed
J Release: Fixed
I Offset: N/A
J Offset: N/A
T/C Only: Both Way
Material Properties Material: SP
Type: Solid Sawn
Database: Visually Graded
Species: Southern Pine
Grade: No.1
Cm: No
Ci: No
Emod: 1
Nu: 0.3
Alpha (1e F ):5o -1 0.3
Density (lb/ft ):3 35.001
M46
N35 N36
WARNING: Detail Report Based On Less Than 10 Sections!
AWC NDS-18 / AWC SPDWS-21 ASD Code Check Limit State Gov. LC Required Available Unity Check Result
Applied Loading - Bending/Axial 7 - - - -
Applied Loading - Shear + Torsion 14 - - - -
Axial Compression Analysis - 0.02 ksi 0.913 ksi - -
Axial Tension Analysis - 0 ksi 0.748 ksi - -
Flexural Analysis, Fb1' - 0.677 ksi 1.147 ksi - -
Flexural Analysis, Fb2' - 0.011 ksi 1.38 ksi - -
Bending & Axial Compression Analysis - - - 0.599 PASS
Bending & Axial Tension Analysis - - - 0.598 PASS
Shear Analysis - 0.004 ksi 0.28 ksi 0.015 PASS
RISA-3D Version 21 [ CULPEPER-AIRPORT.r3d ] Page 29
Company Designer Job Number Model Name
DRH Engineers PLC David R. Hall, P.E.
2230603.00
CULPEPER AIRPORT HANGER
Checked By : __________
6:41:53 PM
Detail Report: M47 Load Combination: Envelope Code check: 0.581 (LC 7) y z y z x
Input Data Shape: 2-2X12 (nominal)
Member Type:…
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