iStruct Single-Member Calc Reports1 SPF 2 Hanger (IUS2.56/14 (Min))
21'9 1/8"
21'9 1/8"2 1/2"
1'2"
Project Name:EWP5431 Job#:
ShippingClient
Description:
J6 IB600 14"
Quantity 1
Powered by iStructä 12.2.064
Type:Joist
Spacing:16" o.c.
Moisture Condition:Dry
Deflection LL:480
Deflection TL:360
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC
Load Sharing: No
Deck:23/32"" OSB Nailed and
Glued
Vibration: Not Checked
Ceiling:Gypsum 1/2"
Reactions
Brg Live Dead Snow Wind Const
1 568 (426plf.)213 (160plf.)0 (0plf.)0 (0plf.)0 (0plf.)
2 568 (426plf.)213 (160plf.)0 (0plf.)0 (0plf.)0 (0plf.)
Analysis Actual Location Allowed Capacity Load Comb.Ld. Case
Moment 4164 ft-lb 10'7 7/8"6020 ft-lb 0.692 (69%)D+L L
Shear 781 lb 4 1/8"1550.0 lb 0.504 (50%)D+L L
LL Defl inch 0.391 (L/653)11' 1/16"0.533 (L/480)0.730 (73%)L L
TL Defl inch 0.538 (L/475)11' 1/16"0.710 (L/360)0.760 (76%)D+L L
Bearings
BearingInput
Length
In
Analysis
Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF 4.875"1.500"62%213 / 568 781 L D+L
2 -
Hanger
2.000"1.500"62%213 / 568 781 L D+L
Design OK.
ID Load Type Location Dead Live Snow Wind Const.Comments
1 Uniform 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
S.R. Sloan
8111 Halsey Road , NYNotes
INTERNATIONAL BEAMS INC. IS RESPONSIBLE ONLY FOR THE STRUCTURAL ADEQUACY OF THIS COMPONENT BASED ON THE DESIGN CRITERIA AND LOADING SHOWN. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO ENSURE COMPONENT SUITABILITY AND TO VERIFY DIMENSIONS.
Lumber
1.Dry service conditions, unless noted otherwise.
2.Joists shall not be treated with fire retardant or corrosive chemicals.
Handling & Installation
1.2.
3.4.
Joist flanges must not be cut or drilled.Refer to latest copy of the IB literature for framing details, stiffener tables, web hole chart, bridging details, multi-ply fastening details and handling/erection details.Damaged Joists must not be used.Design assumes top and bottom flanges are continuously laterally braced by sheathing, framing
5.
6.
7.
at maximum 24 inches o.c., or directly attached rigid ceiling unless specified otherwise in engineering notes.Provide lateral support at bearing points to avoid lateral displacement and rotation.
Web stiffeners for point loads or at bearings as shown. Use minimum web stiffener size indicated in IB literature for the application.For flat roofs provide proper drainage to prevent ponding. Roof surface must slope >= ¼ inch per foot.
IB I-Joist Evaluations:
ICC ESR-1290
CCMC 12768-R
APA PR-L252
ON Ministry ruling No. 04-01-105 (12768-R)
7/10/2012 2:37 PM
Page 1 of 1 Designer:
PDF created with pdfFactory Pro trial version www.pdffactory.com
1 SPF 3 SPF
34'9 3/4"
16'10 7/8"
2 SPF
17'10 7/8"2 1/2"
11 7/8"
Project Name:EWP5431 Job#:
ShippingClient
Description:
J5 IB400 11.875"
Quantity 1
Powered by iStructä 12.2.064
Type:Joist
Spacing:16" o.c.
Moisture Condition:Dry
Deflection LL:480
Deflection TL:360
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC
Load Sharing: No
Deck:23/32"" OSB Nailed and
Glued
Vibration: Not Checked
Ceiling:Gypsum 1/2"
Reactions
Brg Live Dead Snow Wind Const
1 390 (292plf.)123 (92plf.)0 (0plf.)0 (0plf.)0 (0plf.)
2 1131 (849plf.)424 (318plf.)0 (0plf.)0 (0plf.)0 (0plf.)
3 410 (307plf.)135 (101plf.)0 (0plf.)0 (0plf.)0 (0plf.)
Analysis Actual Location Allowed Capacity Load Comb.Ld. Case
Neg Moment -2595 ft-lb 16'6 3/4"3630 ft-lb 0.715 (71%)D+L LL
Pos Moment 2027 ft-lb 26'8 1/4"3630 ft-lb 0.558 (56%)D+L _L
Shear 719 lb 17'10 3/4"1480.0 lb 0.486 (49%)D+L LL
LL Defl inch 0.184 (L/1079)8'3 1/8"0.414 (L/480)0.440 (44%)L L_
TL Defl inch 0.227 (L/877)8'1 3/16"0.552 (L/360)0.410 (41%)D+L L_
Bearings
BearingInput
Length
In
Analysis
Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF 4.875"1.500"43%123 / 390 513 L_D+L
2 -SPF 4.000"4.000"60%424 / 1131 1556 LL D+L
3 -SPF 4.875"1.500"46%135 / 410 545 _L D+L
Design OK.
ID Load Type Location Dead Live Snow Wind Const.Comments
1 Uniform 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
S.R. Sloan
8111 Halsey Road , NYNotes
INTERNATIONAL BEAMS INC. IS RESPONSIBLE ONLY FOR THE STRUCTURAL ADEQUACY OF THIS COMPONENT BASED ON THE DESIGN CRITERIA AND LOADING SHOWN. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO ENSURE COMPONENT SUITABILITY AND TO VERIFY DIMENSIONS.
Lumber
1.Dry service conditions, unless noted otherwise.
2.Joists shall not be treated with fire retardant or corrosive chemicals.
Handling & Installation
1.2.
3.4.
Joist flanges must not be cut or drilled.Refer to latest copy of the IB literature for framing details, stiffener tables, web hole chart, bridging details, multi-ply fastening details and handling/erection details.Damaged Joists must not be used.Design assumes top and bottom flanges are continuously laterally braced by sheathing, framing
5.
6.
7.
at maximum 24 inches o.c., or directly attached rigid ceiling unless specified otherwise in engineering notes.Provide lateral support at bearing points to avoid lateral displacement and rotation.
Web stiffeners for point loads or at bearings as shown. Use minimum web stiffener size indicated in IB literature for the application.For flat roofs provide proper drainage to prevent ponding. Roof surface must slope >= ¼ inch per foot.
IB I-Joist Evaluations:
ICC ESR-1290
CCMC 12768-R
APA PR-L252
ON Ministry ruling No. 04-01-105 (12768-R)
7/10/2012 2:37 PM
Page 1 of 1 Designer:
PDF created with pdfFactory Pro trial version www.pdffactory.com
1 SPF 4 SPF
25'3 3/4"
8'5 7/8"
2 SPF End Grain
8'4"
3 SPF End Grain
8'5 7/8"5 1/4"
11 7/8"
Project Name:EWP5431 Job#:
ShippingClient
Description:
B4 IB 2.0E-3100F LVL 1.75" X 11.875" 3-Ply
Quantity 1 (3pcs.)
Powered by iStructä 12.2.064
Type:Girder
Plies:3
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC
Load Sharing: Yes
Deck:23/32"" OSB Nailed and
Glued
Vibration: Not Checked
Reactions
Brg Live Dead Snow Wind Const
1 5941 2301 0 0 0
2 16177 6582 0 0 0
3 15144 6113 0 0 0
4 3678 1473 0 0 0
Analysis Actual Location Allowed Capacity Load Comb.Ld. Case
Neg Moment -18447 ft-lb 8'3"33113 ft-lb 0.557 (56%)D+L LL_
Pos Moment 15437 ft-lb 3'6 3/16"33213 ft-lb 0.465 (46%)D+L L_L
Shear 9620 lb 7'6"12053.1 lb 0.798 (80%)D+L LL_
LL Defl inch 0.084 (L/1177)4'1 15/16"0.275 (L/360)0.310 (31%)L L_L
TL Defl inch 0.109 (L/906)4'1 1/16"0.412 (L/240)0.260 (26%)D+L L_L
Bearings
BearingInput
Length
In
Analysis
Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF 4.875"4.000"92%2301 / 5941 8242 L_L D+L
2 -SPF
End
Grain
6.000"6.000"96%6582 / 1617722759 LL_D+L
3 -SPF
End
Grain
6.000"6.000"90%6113 / 1514421257 _LL D+L
4 -SPF 4.875"2.500"92%1473 / 3678 5151 L_L D+LDesign OK.
Design Notes
1Fasten all plies using (2) rows of 16d common nails at 12” o.c. Refer to International Beams literature for installation requirements and alternate fasteners.
2Girders are designed to be supported on the bottom edge only.
3Top loads must be supported equally by all plies.
4Bottom unbraced.
ID Load Type Location Trib Width Side Dead Live Snow Wind Const.Comments
1 Part. Uniform 0-0-0 to 0-4-14 Top 3 PLF 8 PLF 0 PLF 0 PLF 0 PLF
2 Part. Uniform 0-0-0 to 21-5-11 Top 80 PLF 0 PLF 0 PLF 0 PLF 0 PLF
3 Point 0-1-4 Top 7 lb 6 lb 0 lb 0 lb 0 lb
4 Part. Uniform 0-4-14 to 5-4-14 Top 339 PLF 905 PLF 0 PLF 0 PLF 0 PLF
5 Part. Uniform 0-6-14 to 13-10-14 Top 320 PLF 846 PLF 0 PLF 0 PLF 0 PLF
6 Part. Uniform 5-4-14 to 10-4-14 Top 255 PLF 679 PLF 0 PLF 0 PLF 0 PLF
7 Part. Uniform 10-4-14 to 15-4-14 Top 326 PLF 870 PLF 0 PLF 0 PLF 0 PLF
8 Part. Uniform 13-10-14 to
21-10-14
Top 293 PLF 782 PLF 0 PLF 0 PLF 0 PLF
9 Part. Uniform 15-4-14 to 20-4-14 Top 313 PLF 835 PLF 0 PLF 0 PLF 0 PLF
Continued on page 2...
S.R. Sloan
8111 Halsey Road , NYNotes
INTERNATIONAL BEAMS INC. IS RESPONSIBLE ONLY FOR THE STRUCTURAL ADEQUACY OF THIS COMPONENT BASED ON THE DESIGN CRITERIA AND LOADING SHOWN. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO ENSURE COMPONENT SUITABILITY AND TO VERIFY DIMENSIONS.
Lumber
1.Dry service conditions, unless noted otherwise
2.LVL shall not be treated with fire retardant or corrosive chemicals.
Handling & Installation
1.
2.
3.4.
LVL beams must not be cut or drilled. Exception: Hole sizes and locations indicated in engineered design.Refer to latest copy of IB literature for installation requirements and multi-ply fastening details.Damaged beams must not be usedDesign assumes top and bottom edges are continuously laterally braced by sheathing, framing
5.
6.
at maximum 24 inches o.c., or directly attached rigid ceiling unless specified otherwise in engineering notes.Provide lateral support at bearing points to avoid lateral displacement and rotationFor flat roofs provide proper drainage to prevent ponding. Roof surface must slope >= ¼ inch per foot.
IB LVL Evaluations:
ICC ESR-2913
CCMC 13507-R
APA PR-L283
ON Ministry ruling No. 10-21-258 (13507-R)
7/10/2012 2:37 PM
Page 1 of 2 Designer:
PDF created with pdfFactory Pro trial version www.pdffactory.com
1 SPF 4 SPF
25'3 3/4"
8'5 7/8"
2 SPF End Grain
8'4"
3 SPF End Grain
8'5 7/8"5 1/4"
11 7/8"
Project Name:EWP5431 Job#:
ShippingClient
Description:
B4 IB 2.0E-3100F LVL 1.75" X 11.875" 3-Ply
Quantity 1 (3pcs.)
Powered by iStructä 12.2.064
...Continued from page 1
ID Load Type Location Trib Width Side Dead Live Snow Wind Const.Comments
10 Part. Uniform 20-4-14 to 21-5-11 Top 148 PLF 396 PLF 0 PLF 0 PLF 0 PLF
11 Part. Uniform 21-5-11 to 22-1-11 Top 74 PLF 198 PLF 0 PLF 0 PLF 0 PLF
12 Part. Uniform 21-5-11 to 22-1-11 Top 40 PLF 0 PLF 0 PLF 0 PLF 0 PLF
13 Point 21-8-8 Top 50 lb 73 lb 0 lb 0 lb 0 lb
14 Point 21-8-8 Top 214 lb 324 lb 0 lb 0 lb 0 lb
15 Part. Uniform 21-10-14 to
24-6-14
Top 144 PLF 385 PLF 0 PLF 0 PLF 0 PLF
16 Part. Uniform 22-1-11 to 25-3-12 Top 148 PLF 396 PLF 0 PLF 0 PLF 0 PLF
17 Part. Uniform 22-1-11 to 25-3-12 Top 80 PLF 0 PLF 0 PLF 0 PLF 0 PLF
Self Weight 18.18 PLF
S.R. Sloan
8111 Halsey Road , NYNotes
INTERNATIONAL BEAMS INC. IS RESPONSIBLE ONLY FOR THE STRUCTURAL ADEQUACY OF THIS COMPONENT BASED ON THE DESIGN CRITERIA AND LOADING SHOWN. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO ENSURE COMPONENT SUITABILITY AND TO VERIFY DIMENSIONS.
Lumber
1.Dry service conditions, unless noted otherwise
2.LVL shall not be treated with fire retardant or corrosive chemicals.
Handling & Installation
1.
2.
3.4.
LVL beams must not be cut or drilled. Exception: Hole sizes and locations indicated in engineered design.Refer to latest copy of IB literature for installation requirements and multi-ply fastening details.Damaged beams must not be usedDesign assumes top and bottom edges are continuously laterally braced by sheathing, framing
5.
6.
at maximum 24 inches o.c., or directly attached rigid ceiling unless specified otherwise in engineering notes.Provide lateral support at bearing points to avoid lateral displacement and rotationFor flat roofs provide proper drainage to prevent ponding. Roof surface must slope >= ¼ inch per foot.
IB LVL Evaluations:
ICC ESR-2913
CCMC 13507-R
APA PR-L283
ON Ministry ruling No. 10-21-258 (13507-R)
7/10/2012 2:37 PM
Page 2 of 2 Designer:
PDF created with pdfFactory Pro trial version www.pdffactory.com
1 SPF 3 SPF
34'9 3/4"
16'10 7/8"
2 LVL
17'10 7/8"2 1/2"
11 7/8"
Project Name:EWP5431 Job#:
ShippingClient
Description:
J5 IB400 11.875"
Quantity 1
Powered by iStructä 12.2.064
Type:Joist
Spacing:16" o.c.
Moisture Condition:Dry
Deflection LL:480
Deflection TL:360
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC
Load Sharing: No
Deck:23/32"" OSB Nailed and
Glued
Vibration: Not Checked
Ceiling:Gypsum 1/2"
Reactions
Brg Live Dead Snow Wind Const
1 390 (292plf.)123 (92plf.)0 (0plf.)0 (0plf.)0 (0plf.)
2 1131 (849plf.)424 (318plf.)0 (0plf.)0 (0plf.)0 (0plf.)
3 410 (307plf.)135 (101plf.)0 (0plf.)0 (0plf.)0 (0plf.)
Analysis Actual Location Allowed Capacity Load Comb.Ld. Case
Neg Moment -2595 ft-lb 16'6 3/4"3630 ft-lb 0.715 (71%)D+L LL
Pos Moment 2027 ft-lb 26'8 1/4"3630 ft-lb 0.558 (56%)D+L _L
Shear 719 lb 17'10 3/4"1480.0 lb 0.486 (49%)D+L LL
LL Defl inch 0.184 (L/1079)8'3 1/8"0.414 (L/480)0.440 (44%)L L_
TL Defl inch 0.227 (L/877)8'1 3/16"0.552 (L/360)0.410 (41%)D+L L_
Bearings
BearingInput
Length
In
Analysis
Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF 4.875"1.500"43%123 / 390 513 L_D+L
2 -LVL 5.250"5.250"56%424 / 1131 1556 LL D+L
3 -SPF 4.875"1.500"46%135 / 410 545 _L D+L
Design OK.
ID Load Type Location Dead Live Snow Wind Const.Comments
1 Uniform 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
S.R. Sloan
8111 Halsey Road , NYNotes
INTERNATIONAL BEAMS INC. IS RESPONSIBLE ONLY FOR THE STRUCTURAL ADEQUACY OF THIS COMPONENT BASED ON THE DESIGN CRITERIA AND LOADING SHOWN. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO ENSURE COMPONENT SUITABILITY AND TO VERIFY DIMENSIONS.
Lumber
1.Dry service conditions, unless noted otherwise.
2.Joists shall not be treated with fire retardant or corrosive chemicals.
Handling & Installation
1.2.
3.4.
Joist flanges must not be cut or drilled.Refer to latest copy of the IB literature for framing details, stiffener tables, web hole chart, bridging details, multi-ply fastening details and handling/erection details.Damaged Joists must not be used.Design assumes top and bottom flanges are continuously laterally braced by sheathing, framing
5.
6.
7.
at maximum 24 inches o.c., or directly attached rigid ceiling unless specified otherwise in engineering notes.Provide lateral support at bearing points to avoid lateral displacement and rotation.
Web stiffeners for point loads or at bearings as shown. Use minimum web stiffener size indicated in IB literature for the application.For flat roofs provide proper drainage to prevent ponding. Roof surface must slope >= ¼ inch per foot.
IB I-Joist Evaluations:
ICC ESR-1290
CCMC 12768-R
APA PR-L252
ON Ministry ruling No. 04-01-105 (12768-R)
7/10/2012 2:38 PM
Page 1 of 1 Designer:
PDF created with pdfFactory Pro trial version www.pdffactory.com