37-041 FortierJoistStampCS Structure™ 2.6.24[Build 1]kmBeamEngine 4.11.19.1Materials Database 1507
Jayne & rodger - Level 6 9-23-14
4:21pm
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**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications.
Member Data
Description: CalcA1 Member Type: Joist Application: Floor
Comments: 3' Cantilever jois Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 40 PSF Deflection Criteria: L/480 live, L/240 total
Dead Load: 10 PSF Deck Connection: Glued & Nailed
Filename: C:\Users\Mik
Other Loads
Type
(Description) Side Begin End
Other
Start End
Dead
Start End CategoryPoint (PLF) Top 0' 4.63" 36 249 Live
Point (PLF) Top 0' 4.63" 235 0 Snow
1 2 15 0 0 3 0 0
18 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 1.500" 988# -- 2 15' 0.000" Wall N/A N/A 3.500" 708# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members Live Snow Dead
1 438#(329plf) 313#(235plf) 425#(319plf)
2 566#(425plf) 0#(0plf) 142#(106plf)
Design spans14' 7.375" 3' 0.000" (right cant)
Product: 11-7/8" AJS 20 16.0" O.C.PASSES DESIGN CHECKS
NOTE: Pass-thru framing is required at point loads over bearings. Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Lateral support is required at each bearing.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 1750.# 4400.# 39% 7.69' Odd Spans D+L
Negative Moment 300.# 4400.# 6% 15' Total Load D+LShear 507.# 1490.# 34% 14.99' Total Load D+L
Cant. Shear, Rt 200.# 1490.# 13% 15' Total Load D+L
End Reaction 483.# 1215.# 39% 0' Odd Spans D+LInt. Reaction 708.# 2390.# 29% 15' Total Load D+L
TL Deflection 0.1674" 0.7307" L/999+ 7.69' Odd Spans D+L
LL Deflection 0.1367" 0.3654" L/999+ 7.69' Odd Spans L
TL Defl., Rt. -0.0915" 0.3000" 2L/786 18' Odd Spans D+L
LL Defl., Rt. -0.0762" 0.2000" 2L/945 18' Odd Spans L
Control: Pos. Moment
DOLs: Live=100% Snow=115% Roof=125% Wind=160% Right cantilever allowable shear is for joist only Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table