HomeMy WebLinkAboutRevised Calcs 060719Level
Member Name Results Current Solution Comments
Floor: Drop Beam Passed 3 piece(s) 2 x 12 Southern Pine No. 1
Copy of Floor: Drop Beam Passed 4 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
Short Beam Passed 3 piece(s) 2 x 12 Southern Pine No. 1
Copy of Copy of Floor: Drop
Beam
Passed 3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL
Copy of Short Beam Passed 1 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2
Short Beam east/west porch Passed 3 piece(s) 2 x 10 Southern Pine No. 1
Floor: Flush Beam Passed 3 piece(s) 2 x 12 Southern Pine No. 1
Beam Analysis_Imported
CALC PACKAGE REPORT
ForteWEB Software Operator Job Notes
Jeremy Stewart
Curran Architecture
(317) 288-0681
jstewart@curran-architecture.com
6/7/2019 9:02:08 PM UTC
Page 1 / 806/17/19
Mike Sheeks
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs) 799 @ 1 1/2" 5738 (3.00") Passed (14%) -- 1.0 D (All Spans)
Shear (lbs) 684 @ 1' 2 1/4" 5316 Passed (13%) 0.90 1.0 D (All Spans)
Moment (Ft-lbs) 3196 @ 8' 3" 7119 Passed (45%) 0.90 1.0 D (All Spans)
Live Load Defl. (in) 0.000 @ 0 0.542 Passed (2L/999+) -- 1.0 D (All Spans)
Total Load Defl. (in) 0.178 @ 8' 3" 0.813 Passed (L/999+) -- 1.0 D (All Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
• Deflection criteria: LL (L/360) and TL (L/240).
• Top Edge Bracing (Lu): Top compression edge must be braced at 16' 6" o/c unless detailed otherwise.
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 6" o/c unless detailed otherwise.
• Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length
Loads to Supports
(lbs)
Supports Total Available Required Dead Total Accessories
1 - Stud wall - SPF 3.00" 3.00" 1.50" 799 799 Blocking
2 - Stud wall - SPF 3.00" 3.00" 1.50" 799 799 Blocking
Dead
Vertical Loads Location (Side) Tributary Width (0.90) Comments
0 - Self Weight (PLF) 0 to 16' 6" N/A 12.8
1 - Uniform (PSF) 0 to 16' 6" (Front) 7' 12.0 Residential - Living
Areas
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT
PASSED
Level, Floor: Drop Beam
3 piece(s) 2 x 12 Southern Pine No. 1
ForteWEB Software Operator Job Notes 6/7/2019 9:02:08 PM UTC
Jeremy Stewart
Curran Architecture
(317) 288-0681
jstewart@curran-architecture.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: Beam Analysis_Imported
Page 2 / 806/17/19
Mike Sheeks
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs) 5909 @ 24' 2 1/2" 8925 (3.00") Passed (66%) -- 1.0 D (All Spans)
Shear (lbs) 5733 @ 22' 11" 16758 Passed (34%) 0.90 1.0 D (All Spans)
Moment (Ft-lbs) 31484 @ 13' 2" 43665 Passed (72%) 0.90 1.0 D (All Spans)
Live Load Defl. (in) 0.000 @ 0 0.803 Passed (2L/999+) -- 1.0 D (All Spans)
Total Load Defl. (in) 0.955 @ 12' 6 11/16" 1.204 Passed (L/303) -- 1.0 D (All Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
• Deflection criteria: LL (L/360) and TL (L/240).
• Top Edge Bracing (Lu): Top compression edge must be braced at 15' 11" o/c unless detailed otherwise.
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 24' 4" o/c unless detailed otherwise.
• Member should be side-loaded from both sides of the member or braced to prevent rotation.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length
Loads to Supports
(lbs)
Supports Total Available Required Dead Total Accessories
1 - Stud wall - SPF 3.00" 3.00" 1.50" 3242 3242 Blocking
2 - Stud wall - SPF 3.00" 3.00" 1.99" 5909 5909 Blocking
Dead
Vertical Loads Location (Side) Tributary Width (0.90) Comments
0 - Self Weight (PLF) 0 to 24' 4" N/A 28.6
1 - Uniform (PSF) 0 to 24' 4" (Back) 8' 12.0 Residential - Living
Areas
2 - Point (lb) 13' 2" (Front) N/A 3120
3 - Point (lb) 21' 10" (Back) N/A 3000
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT
PASSED
Level, Copy of Floor: Drop Beam
4 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 6/7/2019 9:02:08 PM UTC
Jeremy Stewart
Curran Architecture
(317) 288-0681
jstewart@curran-architecture.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: Beam Analysis_Imported
Page 3 / 806/17/19
Mike Sheeks
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs) 276 @ 1 1/2" 5738 (3.00") Passed (5%) -- 1.0 D (All Spans)
Shear (lbs) 175 @ 1' 2 1/4" 5316 Passed (3%) 0.90 1.0 D (All Spans)
Moment (Ft-lbs) 414 @ 3' 3" 7119 Passed (6%) 0.90 1.0 D (All Spans)
Live Load Defl. (in) 0.000 @ 0 0.208 Passed (2L/999+) -- 1.0 D (All Spans)
Total Load Defl. (in) 0.003 @ 3' 3" 0.313 Passed (L/999+) -- 1.0 D (All Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
• Deflection criteria: LL (L/360) and TL (L/240).
• Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise.
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise.
• Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length
Loads to Supports
(lbs)
Supports Total Available Required Dead Total Accessories
1 - Stud wall - SPF 3.00" 3.00" 1.50" 276 276 Blocking
2 - Stud wall - SPF 3.00" 3.00" 1.50" 276 276 Blocking
Dead
Vertical Loads Location (Side) Tributary Width (0.90) Comments
0 - Self Weight (PLF) 0 to 6' 6" N/A 12.8
1 - Uniform (PSF) 0 to 6' 6" (Front) 6' 12.0 Residential - Living
Areas
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT
PASSED
Level, Short Beam
3 piece(s) 2 x 12 Southern Pine No. 1
ForteWEB Software Operator Job Notes 6/7/2019 9:02:08 PM UTC
Jeremy Stewart
Curran Architecture
(317) 288-0681
jstewart@curran-architecture.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: Beam Analysis_Imported
Page 4 / 806/17/19
Mike Sheeks
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs) 3885 @ 1 1/2" 6694 (3.00") Passed (58%) -- 1.0 D + 1.0 S (All Spans)
Shear (lbs) 3022 @ 1' 7" 14364 Passed (21%) 0.90 1.0 D (All Spans)
Moment (Ft-lbs) 11466 @ 4' 42004 Passed (27%) 0.90 1.0 D (All Spans)
Live Load Defl. (in) 0.026 @ 7' 2 15/16" 0.475 Passed (L/999+) -- 1.0 D + 1.0 S (All Spans)
Total Load Defl. (in) 0.141 @ 6' 10 1/8" 0.712 Passed (L/999+) -- 1.0 D + 1.0 S (All Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
• Deflection criteria: LL (L/360) and TL (L/240).
• Top Edge Bracing (Lu): Top compression edge must be braced at 14' 6" o/c unless detailed otherwise.
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 14' 6" o/c unless detailed otherwise.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Stud wall - SPF 3.00" 3.00" 1.74" 3232 653 3885 Blocking
2 - Stud wall - SPF 3.00" 3.00" 1.50" 1809 653 2462 Blocking
Dead Snow
Vertical Loads Location (Side) Tributary Width (0.90) (1.15) Comments
0 - Self Weight (PLF) 0 to 14' 6" N/A 24.5 --
1 - Uniform (PSF) 0 to 14' 6" (Front) 9' 12.0 10.0 Residential - Living
Areas
2 - Point (lb) 4' (Front) N/A 3120 -
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT
PASSED
Level, Copy of Copy of Floor: Drop Beam
3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 6/7/2019 9:02:08 PM UTC
Jeremy Stewart
Curran Architecture
(317) 288-0681
jstewart@curran-architecture.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: Beam Analysis_Imported
Page 5 / 806/17/19
Mike Sheeks
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs) 1057 @ 1 1/2" 1913 (3.00") Passed (55%) -- 1.0 D + 1.0 Lr (All Spans)
Shear (lbs) 753 @ 1' 2 1/4" 1898 Passed (40%) 1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs) 2050 @ 4' 1 1/2" 2884 Passed (71%) 1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in) 0.067 @ 4' 1 1/2" 0.267 Passed (L/999+) -- 1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in) 0.095 @ 4' 1 1/2" 0.400 Passed (L/999+) -- 1.0 D + 1.0 Lr (All Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
• Deflection criteria: LL (L/360) and TL (L/240).
• Top Edge Bracing (Lu): Top compression edge must be braced at 5' 8" o/c unless detailed otherwise.
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 3" o/c unless detailed otherwise.
• Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Snow Total Accessories
1 - Stud wall - SPF 3.00" 3.00" 1.66" 315 743 248 1306 Blocking
2 - Stud wall - SPF 3.00" 3.00" 1.66" 315 743 248 1306 Blocking
Dead Roof Live Snow
Vertical Loads Location (Side) Tributary Width (0.90) (non-snow: 1.25) (1.15) Comments
0 - Self Weight (PLF) 0 to 8' 3" N/A 4.3 -- --
1 - Uniform (PSF) 0 to 8' 3" (Front) 6' 12.0 30.0 10.0 Residential - Living
Areas
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT
PASSED
Level, Copy of Short Beam
1 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 6/7/2019 9:02:08 PM UTC
Jeremy Stewart
Curran Architecture
(317) 288-0681
jstewart@curran-architecture.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: Beam Analysis_Imported
Page 6 / 806/17/19
Mike Sheeks
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs) 811 @ 1 1/2" 5738 (3.00") Passed (14%) -- 1.0 D (All Spans)
Shear (lbs) 654 @ 1' 1/4" 4371 Passed (15%) 0.90 1.0 D (All Spans)
Moment (Ft-lbs) 2030 @ 5' 3" 5054 Passed (40%) 0.90 1.0 D (All Spans)
Live Load Defl. (in) 0.000 @ 0 0.342 Passed (2L/999+) -- 1.0 D (All Spans)
Total Load Defl. (in) 0.081 @ 5' 3" 0.512 Passed (L/999+) -- 1.0 D (All Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
• Deflection criteria: LL (L/360) and TL (L/240).
• Top Edge Bracing (Lu): Top compression edge must be braced at 10' 6" o/c unless detailed otherwise.
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' 6" o/c unless detailed otherwise.
• Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length
Loads to Supports
(lbs)
Supports Total Available Required Dead Total Accessories
1 - Stud wall - SPF 3.00" 3.00" 1.50" 811 811 Blocking
2 - Stud wall - SPF 3.00" 3.00" 1.50" 811 811 Blocking
Dead
Vertical Loads Location (Side) Tributary Width (0.90) Comments
0 - Self Weight (PLF) 0 to 10' 6" N/A 10.6
1 - Uniform (PSF) 0 to 10' 6" (Front) 12' 12.0 Residential - Living
Areas
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT
PASSED
Level, Short Beam east/west porch
3 piece(s) 2 x 10 Southern Pine No. 1
ForteWEB Software Operator Job Notes 6/7/2019 9:02:08 PM UTC
Jeremy Stewart
Curran Architecture
(317) 288-0681
jstewart@curran-architecture.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: Beam Analysis_Imported
Page 7 / 806/17/19
Mike Sheeks
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs) 545 @ 2" 4303 (2.25") Passed (13%) -- 1.0 D (All Spans)
Shear (lbs) 460 @ 1' 2 3/4" 5316 Passed (9%) 0.90 1.0 D (All Spans)
Moment (Ft-lbs) 1925 @ 7' 3 1/2" 7119 Passed (27%) 0.90 1.0 D (All Spans)
Live Load Defl. (in) 0.000 @ 1 1/4" 0.356 Passed (L/999+) -- 1.0 D (All Spans)
Total Load Defl. (in) 0.082 @ 7' 3 1/2" 0.712 Passed (L/999+) -- 1.0 D (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
• Deflection criteria: LL (L/480) and TL (L/240).
• Top Edge Bracing (Lu): Top compression edge must be braced at 14' 5" o/c unless detailed otherwise.
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 14' 5" o/c unless detailed otherwise.
• Applicable calculations are based on NDS.
• Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed.
Bearing Length
Loads to Supports
(lbs)
Supports Total Available Required Dead Total Accessories
1 - Stud wall - SPF 3.50" 2.25" 1.50" 9552 9552 1 1/4" Rim Board
2 - Stud wall - SPF 3.50" 2.25" 1.50" 552 552 1 1/4" Rim Board
Dead
Vertical Loads Location (Side) Tributary Width (0.90) Comments
0 - Self Weight (PLF) 1 1/4" to 14' 5 3/4" N/A 12.8
1 - Uniform (PSF) 0 to 14' 7" (Front) 5' 3" 12.0 Default Load
2 - Point (PLF) 0 (Front) 3' 3000.0
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT
PASSED
Level, Floor: Flush Beam
3 piece(s) 2 x 12 Southern Pine No. 1
ForteWEB Software Operator Job Notes 6/7/2019 9:02:08 PM UTC
Jeremy Stewart
Curran Architecture
(317) 288-0681
jstewart@curran-architecture.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: Beam Analysis_Imported
Page 8 / 806/17/19
Mike Sheeks