17B-016 (12) CS ltcaa2021.5.0.8 Ranjit 419 3-15-22
1aa13ca is Database
1587 FtOI CnCe %k,
Materials Datatage 1587 r 2:2 7pm
Member Data
1 1� 1/\ 1 of l
Description: Member Type:Beam Application:Floor
Top Lateral Bracng:Continuous
Bottom Lateral Bracing: 0.00
Standard Load: Moisture Condition:Dry Building Code:IBC/IRC
Live Load: 40 PLF Deflection Criteria: U360 live,U240 total
Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 14.2 PLF
Filename: 16ft Beam1.K
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PSF) Top 0 0.00" 16'0.00" 14'3.00' 30 10 Live
Additional Uniform(PLF) Top 0'0.00" 16'0.00' 0 56 Live
'r' ,r
/
16 0 0
0
16 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Requied Reaction Uplift
1 Cr0.000" Wall SPF#K3/Stud2xor4xEnd-Grain(650psi) N/A 2.272' 5168# —
2 16'0.000' Wall SPF#3/Stud2xor4xErxt-Grain(650psi) WA 2272' 5168# —
Maximum Load Case Reactions
Used for apptyng pont bads(or fne bads)to caning members
Live Dead
1 3451# 1717#
2 3451# 1717#
Design spans
16'1.750"
Product: 1-3/4x14 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Connect members with 3 rows of 16d common nails at 12.0"oc
Minimum 22T'bearing required at bearing#1
Minimum 227"bearing required at bearing#2
Design Armes continuous lateral bracing along the top chord.
Design assumes maximum unbraced length of 0.00'along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 20862.W 29034.Y# 71% 8' Total Load D+L
Shear 4421.# 9310.# 47% 1527 Total Load D+L
TL Deflection 0.6116" 0.8073" U316 8' Total Load D+L
LL Deflection 0.4084" 0.5382' U474 8' Total Load L
Control: LL Deflection
DOLs:Live=100%Snow=115%Roof=125%Wind=160%
Al product names are traderrrd6 of thei respective antlers
Copyright(C)2018 by Sirpson Strong-Tie Company he ALL RIGHTS RESERVED.
*Taming is defned as when the merrier,floor lob,team or gide r,shavwn on this drawng meets appkable desgn criteria for Loads,Loadhg Conditions,and Spans[sled on the sheet.The
desgn rrxrS be reviewwed by a qualified desdner or desgn professonal as requied for approval.Ths design assumes product instalatbn accordng to the manufadurer s spedfrations
CS Beam 20203.031 jit 419 (, 1^ l�� 12- 1-21
MateamEngme20l5F2 Florence ` e) k ) v 1 fr ) rat 10:01am
Materials Daab3se 15ffi 1� 1
,J 1of1
Member Data
Description: Member Type:Beam Application:Floor
Top Lateral Bracing:Continuous
Bottom Lateral Bracing: 0.00
Standard Load: Moisture Condition:Dry Building Code:IBC/IRC
Live Load: 40 PLF Deflection Criteria: U360 live,U240 total
Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 9.6 PLF
Filename:Beam1
Other Loads
Type Trb. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PSF) Top 0'0.00" 8'3.00" 8'9.00" 30 10 Live
Additional Uniform(PS F) Top 0'0.00" 8'3.00" 18'6.00" 35 15 Snow
Additional Uniform(PLF) Top 0 0.00" 8'3.00" 0 80 Live
T T
/ /
8 3 0
8 3 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0'0.000" Wall SPF#3/Studaor4x End-Grain(650psi) N/A 2.098" 47734 —
2 8'3.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) N/A 2.098" 4773# —
Maximum Load Case Reactions
L v d for apphyiig pant bads(a ire bads)to ourryng members
Live Snow Dead
1102# 2718# 1908#
2 1102# 2718# 1908#
Design spans
8'4.750"
Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Conned members with 2 rows of 16d common nails at 12.0"oc
Minimum 2.10"bearing required at bearing#1
Minimum 2.10"bearing required at bearing#2
Design assumes continuous lateral bracing along the top chord.
Design assumes maximum unbraced length of 0.00'along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 10019.kt 16051.# 62% 4.13' Total LoadD+0.75(L+S)
Shear 3873.# 7265.# 53% -0.06' Total LoadD+0.75(L+S)
TL Deflection 0.2542" 0.4198" Lr396 4.13' Total Load D+0.75(L+S)
LL Deflection 0.1526" 02799" Lr660 4.13' Total Load 0.75(L+S)
Control: Positive Moment
DOLs:Li'.e=100%Snov115%Roof=125%Wind=160%
Al product names are trademarks of then respective owners Doug liodglns
rk Miles Inc.
Copyright(C)2018 by Srrpson Strong-Tie Company he ALL RIGHT'S RESERVED.
"Pang s defined as vben the rrrerrber,fborpiq,beam or grader,ctwnn or the drawng meets appkaae design criteria for Loads,Loadhg Ccndbons and Spans Lsted on this sheet.The
design must be reviewed by a quaified designer or design professorial as required for approval.This design assumes product nstalatbn a000rd'nq to the manufacturers spedfrations.