340 2nd ST RES21-0371 Beams_133'6 1/2"
1'9 1/4"17'4 1/4"14'5"
1 SP 2 SPD 3 SP
3 1/2"
1'8"
12
3654
Client:Signature Homes
Project:Wade residence
Address:
Date:10/11/2021
Input by:Donald Behm
Job Name:J210736
Project #:J210736
Level: LevelBM1 Kerto-S LVL 1.750" X 20.000" 2-Ply - PASSED
Version 21.40.338 Powered by iStruct¥Dataset: 21070201.142
Member Information
Type:Girder
Plies:2
Moisture Condition: Dry
Deflection LL: 480
Deflection TL: 360
Importance: Normal - II
Temperature: Temp <= 100°F
Application: Floor
Design Method: ASD
Building Code: FBC 2020 (7th Edition)
Load Sharing: No
Deck: Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Direction Live Dead Snow Wind Const
1 Vertical 730 3366 0 0 1998
2 Vertical 1691 7012 0 0 3989
3 Vertical 384 1032 0 0 328
Analysis Results
Analysis Actual Location Allowed Capacity Comb. Case
Neg Moment -17843 ft-lb 19'1 1/2" 65289 ft-lb 0.273 (27%) D+0.75(L+C) Uniform
Unbraced -17843 ft-lb 19'1 1/2" 17886 ft-lb 0.998 (100%)D+0.75(L+C) Uniform
Pos Moment 14478 ft-lb 9'1" 65289 ft-lb 0.222 (22%) D+C _L_
Unbraced 14478 ft-lb 9'1" 14481 ft-lb 1.000 (100%)D+C _L_
Shear 5543 lb 17'2 3/4" 18667 lb 0.297 (30%) D+0.75(L+C) Uniform
LL Defl inch 0.076 (L/2696) 10'1 5/8" 0.428 (L/480) 0.178 (18%) C _L_
TL Defl inch 0.181 (L/1138) 9'11 9/16" 0.571 (L/360) 0.316 (32%) D+C _L_
LL Cant -0.023
(2L/1844)
Lt Cant 0.200
(2L/480)
0.115 (12%) C _L_
TL Cant -0.053 (2L/795)Lt Cant 0.300 (2L/360)0.178 (18%) D+C _L_
Bearings
Bearing Length Dir. Cap. React D/L lb Total Ld. Case Ld. Comb.
1 - SP 5.500" Vert 50% 3332 / 2091 5423 LL_ D+C
2 - SPD 5.500" Vert 90% 7086 / 4304 11390 Uniform D+0.75(L+C)
3 - SP 5.500" Vert 15% 991 / 621 1613 L_L D+C
Design Notes
1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support
may also be required at the interior bearings by the building code.
2 Fasten all plies using 3 rows of Pneumatic Gun Nail (.120x3.25") at 12" o.c. Maximum end
distance not to exceed 6".
3 Refer to last page of calculations for fasteners required for specified loads.
4 Girders are designed to be supported on the bottom edge only.
5 Top loads must be supported equally by all plies.
6 Top must be laterally braced at a maximum of 10'4 7/8" o.c.
7 Bottom must be laterally braced at a maximum of 8'4 11/16" o.c.
8 Lateral slenderness ratio based on single ply width.
This design is valid until 5/24/2024
Metsä Wood
301 Merritt 7 Building, 2nd Floor
Norwalk, CT 06851
(800) 622-5850www.metsawood.com/us
Manufacturer Info Manning Building Supplies
11155 Philips Pkwy Dr E, FL32256(904)268-8225
Notes
Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads.
Lumber
1.2.Dry service conditions, unless noted otherwiseLVL not to be treated with fire retardant or corrosive
chemicals
Handling & Installation
1.2.
3.4.5.
LVL beams must not be cut or drilledRefer to manufacturer's product information regarding installation requirements, multi-ply fastening details, beam strength values, and code approvalsDamaged Beams must not be usedDesign assumes top edge is laterally restrainedProvide lateral support at bearing points to avoid lateral displacement and rotation
6. For flat roofs provide proper drainage to prevent ponding
Page 1 of 6
33'6 1/2"
1'9 1/4"17'4 1/4"14'5"
1 SP 2 SPD 3 SP
3 1/2"
1'8"
12
3654
Client:Signature Homes
Project:Wade residence
Address:
Date:10/11/2021
Input by:Donald Behm
Job Name:J210736
Project #:J210736
Level: LevelBM1 Kerto-S LVL 1.750" X 20.000" 2-Ply - PASSED
Version 21.40.338 Powered by iStruct¥Dataset: 21070201.142
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-7-3 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF TRIB
2 Part. Uniform 0-0-0 to 31-11-0 Top 140 PLF 0 PLF 0 PLF 0 PLF 0 PLF 10' WALL
3 Tie-In Far 0-0-0 to 31-11-0 3-0-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF JACKS
3 Tie-In Near 0-0-0 to 31-11-0 0-0-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF JACKS
4 Tie-In Far 0-0-0 to 27-6-0 0-6-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF FT01,02,D11
4 Tie-In Near 0-0-0 to 27-6-0 7-6-0 Near Face 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF FT01,02,D11
5 Part. Uniform 4-6-8 to 12-9-8 Near Face 15 PLF 40 PLF 0 PLF 0 PLF 0 PLFBUMP OUT
6 Part. Uniform 19-1-8 to 27-4-8 Near Face 15 PLF 40 PLF 0 PLF 0 PLF 0 PLF BUMP OUT
Self Weight 16 PLF
This design is valid until 5/24/2024
Metsä Wood
301 Merritt 7 Building, 2nd Floor
Norwalk, CT 06851
(800) 622-5850www.metsawood.com/us
Manufacturer Info Manning Building Supplies
11155 Philips Pkwy Dr E, FL32256(904)268-8225
Notes
Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads.
Lumber
1.2.Dry service conditions, unless noted otherwiseLVL not to be treated with fire retardant or corrosive
chemicals
Handling & Installation
1.2.
3.4.5.
LVL beams must not be cut or drilledRefer to manufacturer's product information regarding installation requirements, multi-ply fastening details, beam strength values, and code approvalsDamaged Beams must not be usedDesign assumes top edge is laterally restrainedProvide lateral support at bearing points to avoid lateral displacement and rotation
6. For flat roofs provide proper drainage to prevent ponding
Page 2 of 6
33'6 1/2"
1'9 1/4"17'4 1/4"14'5"
1 SP 2 SPD 3 SP
3 1/2"
1'8"
Client:Signature Homes
Project:Wade residence
Address:
Date:10/11/2021
Input by:Donald Behm
Job Name:J210736
Project #:J210736
Level: LevelBM1 Kerto-S LVL 1.750" X 20.000" 2-Ply - PASSED
Version 21.40.338 Powered by iStruct¥Dataset: 21070201.142
Multi-Ply Analysis
Fasten all plies using 3 rows of Pneumatic Gun Nail (.120x3.25") at 12" o.c.. Maximum end distance not to exceed 6".
Capacity 52.9 %
Load 146.3 PLF
Yield Limit per Foot 276.2 PLF
Yield Limit per Fastener 92.1 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination D+C
Duration Factor 1.25
This design is valid until 5/24/2024
Metsä Wood
301 Merritt 7 Building, 2nd Floor
Norwalk, CT 06851
(800) 622-5850www.metsawood.com/us
Manufacturer Info Manning Building Supplies
11155 Philips Pkwy Dr E, FL32256(904)268-8225
Notes
Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads.
Lumber
1.2.Dry service conditions, unless noted otherwiseLVL not to be treated with fire retardant or corrosive
chemicals
Handling & Installation
1.2.
3.4.5.
LVL beams must not be cut or drilledRefer to manufacturer's product information regarding installation requirements, multi-ply fastening details, beam strength values, and code approvalsDamaged Beams must not be usedDesign assumes top edge is laterally restrainedProvide lateral support at bearing points to avoid lateral displacement and rotation
6. For flat roofs provide proper drainage to prevent ponding
Page 3 of 6
14'7 1/2"
14'7 1/2"
1 SP 2 SPF End Grain
3 1/2"
1'8"
12
3 4 5
Client:Signature Homes
Project:Wade residence
Address:
Date:10/11/2021
Input by:Donald Behm
Job Name:J210736
Project #:J210736
Level: LevelBM2 Kerto-S LVL 1.750" X 20.000" 2-Ply - PASSED
Version 21.40.338 Powered by iStruct¥Dataset: 21070201.142
Member Information
Type:Girder
Plies:2
Moisture Condition: Dry
Deflection LL: 480
Deflection TL: 360
Importance: Normal - II
Temperature: Temp <= 100°F
Application: Floor
Design Method: ASD
Building Code: FBC 2020 (7th Edition)
Load Sharing: No
Deck: Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Direction Live Dead Snow Wind Const
1 Vertical 856 2560 0 0 1293
2 Vertical 8691 6085 0 0 2199
Analysis Results
Analysis Actual Location Allowed Capacity Comb. Case
Moment 13384 ft-lb 8'7 1/16" 52232 ft-lb 0.256 (26%) D+L L
Unbraced 16073 ft-lb 8'5 1/2" 16111 ft-lb 0.998 (100%)D+0.75(L+C) Uniform
Shear 5367 lb 12'6" 14933 lb 0.359 (36%) D+L L
LL Defl inch 0.062 (L/2671) 7'10 1/4" 0.346 (L/480) 0.180 (18%) 0.75(L+C) Uniform
TL Defl inch 0.148 (L/1121) 7'8 5/16" 0.462 (L/360) 0.321 (32%) D+0.75(L+C) Uniform
Bearings
Bearing Length Dir. Cap. React D/L lb Total Ld. Case Ld. Comb.
1 - SP 5.500" Vert 38% 2560 / 1612 4171 Uniform D+0.75(L+C)
2 - SPF End
Grain
5.500" Vert 91% 6085 / 8691 14776 L D+L
Design Notes
1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support
may also be required at the interior bearings by the building code.
2 Fasten all plies using 3 rows of Pneumatic Gun Nail (.120x3.25") at 12" o.c. Maximum end
distance not to exceed 6".
3 Refer to last page of calculations for fasteners required for specified loads.
4 Girders are designed to be supported on the bottom edge only.
5 Top loads must be supported equally by all plies.
6 Top must be laterally braced at a maximum of 9'4" o.c.
7 Bottom must be laterally braced at end bearings.
8 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 2-0-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF TRIB
2 Uniform Top 140 PLF 0 PLF 0 PLF 0 PLF 0 PLF 10' WALL
3 Uniform Top 132 PLF 0 PLF 0 PLF 0 PLF 154 PLF C01 ABOVE
4 Point 12-4-8 Top 1057 lb 0 lb 0 lb 0 lb 1240 lb D01
Continued on page 2...
This design is valid until 5/24/2024
Metsä Wood
301 Merritt 7 Building, 2nd Floor
Norwalk, CT 06851
(800) 622-5850www.metsawood.com/us
Manufacturer Info Manning Building Supplies
11155 Philips Pkwy Dr E, FL32256(904)268-8225
Notes
Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads.
Lumber
1.2.Dry service conditions, unless noted otherwiseLVL not to be treated with fire retardant or corrosive
chemicals
Handling & Installation
1.2.
3.4.5.
LVL beams must not be cut or drilledRefer to manufacturer's product information regarding installation requirements, multi-ply fastening details, beam strength values, and code approvalsDamaged Beams must not be usedDesign assumes top edge is laterally restrainedProvide lateral support at bearing points to avoid lateral displacement and rotation
6. For flat roofs provide proper drainage to prevent ponding
Page 4 of 6
14'7 1/2"
14'7 1/2"
1 SP 2 SPF End Grain
3 1/2"
1'8"
12
3 4 5
Client:Signature Homes
Project:Wade residence
Address:
Date:10/11/2021
Input by:Donald Behm
Job Name:J210736
Project #:J210736
Level: LevelBM2 Kerto-S LVL 1.750" X 20.000" 2-Ply - PASSED
Version 21.40.338 Powered by iStruct¥Dataset: 21070201.142
...Continued from page 1
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
Bearing Length 0-3-8
5 Point 13-9-8 Top 2943 lb 8377 lb 0 lb 0 lb 0 lb
Bearing Length 0-3-14
Self Weight 16 PLF
This design is valid until 5/24/2024
Metsä Wood
301 Merritt 7 Building, 2nd Floor
Norwalk, CT 06851
(800) 622-5850www.metsawood.com/us
Manufacturer Info Manning Building Supplies
11155 Philips Pkwy Dr E, FL32256(904)268-8225
Notes
Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads.
Lumber
1.2.Dry service conditions, unless noted otherwiseLVL not to be treated with fire retardant or corrosive
chemicals
Handling & Installation
1.2.
3.4.5.
LVL beams must not be cut or drilledRefer to manufacturer's product information regarding installation requirements, multi-ply fastening details, beam strength values, and code approvalsDamaged Beams must not be usedDesign assumes top edge is laterally restrainedProvide lateral support at bearing points to avoid lateral displacement and rotation
6. For flat roofs provide proper drainage to prevent ponding
Page 5 of 6
14'7 1/2"
14'7 1/2"
1 SP 2 SPF End Grain
3 1/2"
1'8"
Client:Signature Homes
Project:Wade residence
Address:
Date:10/11/2021
Input by:Donald Behm
Job Name:J210736
Project #:J210736
Level: LevelBM2 Kerto-S LVL 1.750" X 20.000" 2-Ply - PASSED
Version 21.40.338 Powered by iStruct¥Dataset: 21070201.142
Multi-Ply Analysis
Fasten all plies using 3 rows of Pneumatic Gun Nail (.120x3.25") at 12" o.c.. Maximum end distance not to exceed 6".
Capacity 24.9 %
Load 55.0 PLF
Yield Limit per Foot 221.0 PLF
Yield Limit per Fastener 73.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination D+L
Duration Factor 1.00
This design is valid until 5/24/2024
Metsä Wood
301 Merritt 7 Building, 2nd Floor
Norwalk, CT 06851
(800) 622-5850www.metsawood.com/us
Manufacturer Info Manning Building Supplies
11155 Philips Pkwy Dr E, FL32256(904)268-8225
Notes
Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads.
Lumber
1.2.Dry service conditions, unless noted otherwiseLVL not to be treated with fire retardant or corrosive
chemicals
Handling & Installation
1.2.
3.4.5.
LVL beams must not be cut or drilledRefer to manufacturer's product information regarding installation requirements, multi-ply fastening details, beam strength values, and code approvalsDamaged Beams must not be usedDesign assumes top edge is laterally restrainedProvide lateral support at bearing points to avoid lateral displacement and rotation
6. For flat roofs provide proper drainage to prevent ponding
Page 6 of 6