03-010 (11) csewmmlesnla
11-8-16
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Member Data
Description: Member Type:Joist Application:Floor
Top Lateral Bracing:Continuous
Bottom Lateral Bracing:Continuous
Standard Load: Moisture Condition:Dry Building Code:IBGIRC
Live Load: 40 PSF Deflection Criteria: U360 five.11240 total
Dead Load: 10 PSF Deck Connection:Glued&Nailed
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Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF Plate(425ps) 5.500" 1.500" 585# --
2 18' 4.000" Wall SPF Plate(425ps0 5.500" 1 500" 585# --
Maximum Load Case Reactions
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Live Dead
1 469#(35101I 117M(S8plf)
2 468#(351pf) 1l7#(88pl)
Design spans
17 6750'
Product: 11-718"AJS 25 16.0" O.C. PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Lateral support is inquired at each bearing.
Allowable Stress Design
Actual Nlowable Capacity Location Loading
Positive Moment 2570'# 6960.'# 36% 9,17 Total Load O+L
Shear 585_# 1490# 39% 0' Total Load 0+1
End Reaction 585# 1215# 48% G' Total Load D+L
TL Deflection 0.2672" 0.6781 U788 9,17' Total Load D+L
LLDefecton 0.213T' 0.5854" U986 9.17' Total Load
Control Max End React
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