31A-331 16081664 Joist Calcs - Prelim 8-19-16diff ois
1
4 3/8"
2
16' 0 3/4" 5 1/2"
3
14' 6 3/4" 4 3/8"
31' 9 3/4"
Graphical Illustration - Not To Scale
Loading (psf):Quick Design Summary:Quick Deflection Summary:
Live Load Deflection 0-03 @ 7-11-14 L/480Roof Live Load - 20 Building Code - IBC 2009
Total Load Deflection 0-04 @ 7-10-03 L/240Design Methodology - ASDRoof Dead Load - 10
Critical Moment (Pos)Passed - 63%Floor Live Load - 40
Critical Shear Passed - 51%Floor Dead Load - 15
Unbraced Length (Top/Bottom) - 0-00/16-00-12
Reactions:
Maximum Analysis Reactions
Support Start End Dead Floor Live Roof Live Snow
1 0-00 4-06 134.00 lb 400.00/-43.00 lb - -
2 16-05-02 16-10-10 391.00 lb 1043.00 lb - -
3 31-05-06 31-09-12 115.00 lb 370.00/-63.00 lb - -
Forces:
Maximum Load Magnitudes
Type Start End Dead Floor Live Roof Live Snow
Uniform 0-00 31-09-12 20.00 lb/ft 53.00 lb/ft - -
Expanded Design Results:
Design Control Result LDF Load Combination
Critical Moment (Pos)2251.02 lb ft @ 16-07-14 3545.02 lb ft Passed - 63% 1.00 D + L
Critical Shear 720.40 lb @ 16-05-01 1420.00 lb Passed - 51% 1.00 D + L
Live Load Deflection 0-03 @ 7-11-14 L/480 Passed - L/935 - L
Total Load Deflection 0-04 @ 7-10-03 L/240 Passed - L/726 - D + L
Errors, Warnings & Notes:
*The dead loads used in the design of this member were applied to the structure as sloped dead loads.
*The member graphic, dimensions, and locations shown on this report are based on the centerline of the member.
*Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting.
Job ID: 16081664B Status: Design Passed
Label: J1-16" O.C.
Member Type: FloorJoist | Level: 2nd Floor Page: 1 of 2
Member: 1 -11 7/8" PJI-40 @ 16"Date: 08/19/2016 08:49:28
-Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices.
-This report is based on modeled conditions input by the user. Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional.
diff ois
1
2
17' 9 3/4"4 3/8"
18' 2 1/8"
Graphical Illustration - Not To Scale
Loading (psf):Quick Design Summary:Quick Deflection Summary:
Live Load Deflection 0-06 @ 8-11-06 L/480Roof Live Load - 20 Building Code - IBC 2009
Total Load Deflection 0-08 @ 8-11-06 L/240Design Methodology - ASDRoof Dead Load - 10
Critical Moment (Pos)Passed - 83%Floor Live Load - 40
Critical Shear Passed - 46%Floor Dead Load - 15
Unbraced Length (Top/Bottom) - 0-00/17-09-12
Reactions:
Maximum Analysis Reactions
Support Start End Dead Floor Live Roof Live Snow
1 0-00 0-00 182.00 lb 485.00 lb - -
2 17-09-12 18-02-02 187.00 lb 497.00 lb - -
Forces:
Maximum Load Magnitudes
Type Start End Dead Floor Live Roof Live Snow
Uniform 0-00 18-02-02 20.00 lb/ft 53.00 lb/ft --
Connector Information:
Nailing Requirements
Support Manufacturer Model Top Face Member Min Seat Length Other Information
1 N/A N/A N/A N/A N/A N/A
Connector has not been designed.
No information is available.
Expanded Design Results:
Design Control Result LDF Load Combination
Critical Moment (Pos)2933.35 lb ft @ 8-11-05 3545.02 lb ft Passed - 83% 1.00 D + L
Critical Shear 655.53 lb @ 0-01 1420.00 lb Passed - 46% 1.00 D + L
Live Load Deflection 0-06 @ 8-11-06 L/480 Passed - L/568 - L
Total Load Deflection 0-08 @ 8-11-06 L/240 Passed - L/413 - D + L
Design Notes:
*The required bearing length for this member is the same for both with and without web stiffeners (112)
Errors, Warnings & Notes:
*The dead loads used in the design of this member were applied to the structure as sloped dead loads.
*The member graphic, dimensions, and locations shown on this report are based on the centerline of the member.
*Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting.
*Reinforcement Accessories are required. Refer to current manufacturer's product literature for installation details.
Job ID: 16081664B Status: Design Passed
Label: J3-16" O.C.
Member Type: FloorJoist | Level: 2nd Floor Page: 2 of 2
Member: 1 -11 7/8" PJI-40 @ 16"Date: 08/19/2016 08:49:28
-Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices.
-This report is based on modeled conditions input by the user. Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional.