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CS Beam 2021.5.0.8 r„' Gass 12-12-22
lanBeamEn�e201&9.0.1 E I. S Northampton - 1 )
3:59pm
Materials Database 1587
1 of 1
Member Data
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: 5.7 PLF
Filename:14ft 4in Bea
Other Loads
Type Trb. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PSF) Top U 0.00" 14'4.69" 6'3.00" 35 15 Snow
i
I
'R fl`
/
14 411
O -- Q
14 411
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Requited Reaction Uplift
1 fU0.000' Wall SPF#351ud2xor4x End-Grain(650psi) 3.500" 1 " 2220f —
2 14'4.688" Wall SPF#3/Stud2xor4x End-Grain(650psi) 3.500" 1.952' 2220# —
Maximum Load Case Reactions
Used for apptfig Font bads(or me bads)to canyiig members
Snow Dead
1 1526# 694#
2 1526# 694#
Design spans
13'11.438"
Product: 1-3/4x11-1/4 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIGN CHECKS
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 7743.W 11045.W 70% 72 Total Load D+S
Shear 1922.# 4302.# 44% 13.47 Toal Load D+S
Max.Reaction ZZ20# 3981 f 55% 0' Total Load D+S
TL Deflection 0.6534" 0.6976" L256 72 Total Load D+S
LL Deflectan 0.4492' 0.4651" LC372 72 Total Load S
Control:LL Deflection
DOLs:Lice=100%Snow115%Rno1=125%Wind=160%
AI product names are trademarle of the nespestive milers
Copyright(C)2018 by Sirpson Strang-Te Company he ALL PoGI-fTS RESERVED.
'"Passhg s defned as when the member,floor joist,beam or gide t stx,nn on the drawthg meets appfcable design criteria for Loads,Loafing Cendiions,and Spans fated on this sheet.The
design mat be revfoaed bya quaffed designer cs Beam professional as requied for approval This design assumes product ietalation according to the manufacturer's speaTtations
CS BeamZ21.5.0.8 Goss 12-12-22 I
lanBeamEt ure2018.9.0.1 < kt,,t,,,,j,k.., Northampton 3:52pm
Materials Database 1587 1 of t
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: 4.8 PLF
Filename: 14ft 4in Bea
Other Loads .,
Type nib. Other Dead
(Description) Side Begin End Width \ Start End Start End Category
ReplacementUnifom(PSF) Top 0'0.00" 14'4.6g' 3'6.00" 35 15 Smw
It
/ /
14 411
O O
14 411
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0'0.000" Wall SPF#3/ td2xor4xErd-Grain(650psi) 3.500" 1.500" 1254# —
2 14'4.688" Wall SPF#3/Shd2xor4x End-Grain(650psi) 3.500" 1.500" 1254# —
Maximum Load Case Reactions
lld for apptng port bads(or Ire bads)to carrying members
Snow Dead
1 855# 400#
2 855# 400#
Design spans
13'11.438"
Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIgN CHECKS
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 4375.Y# 8026.Y# 54% 7.2' Total Load D+S
Shear 1112.# 3633.# 30% 0.23' Total Load D+S
Max.Reaction 1254.# 3981.# 31% 0' Total Load D4S
TL Deflection 0.6131" 0.6976" L273 72' Total Load D+S
LL Detection 0.417T 0.4651" U403 72 Total Load S
Control: LL Deflection
DOLs: Like=100°/Snovv=115%Roof=125%Wind=160%
Al product names are trademarks of the respective owners
Copyright(C)2018 by Sirpson Strong-Te Company he ALL RI31-fTS RESERVED.
"Passrg is defned as when the member,fear OK,team or gide c shown on this drawing meets appkable design criteria for Loads,Loading Conditions and Spans fsted on the sheet.The
design must be reviewed by a quaffed designer or design profeheonat as required for approval.This design assumes produd i'rdalation aobrdng to the manufacturers pedfrations
CS 13=12a21.5.08Cicss '
aginMaterials .e2e 1.9. 1 North ton 12-6-22
12:55pm ,
1\t,
1 of 1
�MMember Data 1Description: � 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: 5.6 PLF
Filename:6ftn header
Other Loads
Type Tnb. Other Dead
(Description) Side Begin End Width Start End Start End Category
Pont(LBS) Top 7 0.00" 2198 1026 Snor,
I
T T
O 4 0 0
/ 4 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0'0.000" Wall SPF##3/Stud2xor4x End-Grain(650psi) N/A 1.500' 1644# —
2 4'0.000" Wall SPF#3'Stud 2x or4x End-Grain(650psi) N/A 1.500" 16414# —
Maximum Load Case Reactions
ll�d for applying point bads(or Fie bads)to Parrying members
Live Snow Dead
1 83# 1099# 545#
2 83# 1099# 545#
Design spans
4'1.750"
s
Product: 1-3/4x5-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
NOTE:Connection schedule for member requires special design consideration,consult a professional engineer.
Minimum 1.50"bearing required at bearing#1
Minimum 1.50"bearing required atbearing#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 3375.Y# 5717.Y# 59% 2' Total Load D+S
Shear 1637.# 4206.# 38% 3.66' Total Load D+S
T'I_Deflection 0.0862" 02073" U576 7 Total Load D+S
LL Deflection 0.0581" 0.1187" L/856 2' Total Load S
Control:Positiee Moment
DOLs:Live=100%Snovv=115% Roof=125%Wind=160%
Al product naves are trademarks of their respective oerrers
Copyright(C)2018 by Simpson Strong-Te Company he ALL R1G1-TS RESERVED.
"Pang is defned as when the member,fcorpist,team or girder shawl on the drawng meets applicable design criteria for Loads,Loading Conditions,and Spans fated no the sheet.The
design must be revieved bye quaffed designer or design professional es required for approval.Tins design asEurnes product hslalatbn amordng to the manufacturers specifications
CSBeam232)r Goss 11-30-22
IanBeamErrgi Natharrtptm 1:30pmINateria]sIYata \��/ 1 of 1
Member Data (�
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: 7.3 PLF
Filename: 14ft 4in Bea
Other Loads
Type Trig. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PSF) Top 0'0.00" 8'0.00" 8'0.00" 40 15 Snow
l
T T
/
7 9 0
0 0
7 9 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Rgquied Reaction Uplift
1 0'0.030" Wall SPF#3iShd2xor4x End-Grain(650psi) WA 1.500" 1766# —
2 79.000" Wall SPF#3(Stud2xor4x End-Grain(650psi) NIA 1.500" 1798# —
Maximum Load Case Reactions
tkxr_'a app�+ng pant Lads(or ine bads)to canyng members
Snow Dead
1203# 503#
1287# 511#
Design spans
7'10 750"
Product: 1-3/4x7-1/4 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
NOTE:Connection schedule for member requires special design consideration,consult a professional engineer.
Minimum 1.50"bearing required at bearing#1
j Minimum 1.50"bearing required at bearing#2
Design amsumescontinuous 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 3486.# 9634.Y# 36% 3.87 Total Load
Shear 1496.# 5544.# 26% -0.06' Total Load S
T L Deflection 0.1760" 0.3948" L/538 3.87 Total Load S
LL Deflect on 0.1250' 02632" L1752 3.87 Total Load S
Control: LL Defledion
DOLs:Live=100%Snow=115%Roof=125%Wind=160%
Al product names are tradenarla of the respective o.Mrers
Copyright(C)2018 by Stepson Strong-Ye Company he ALL RIGHTS RESERVED.
"Passing is defned as elien the member,floor Oil,team or gidet drw.n on this drawng meek,appirable design criteria for Loads Loadhg Conditions and Spans[sled on the sheet.The
design must be reviewed by a quaffed designer or design profes3onal as required for approval.This design assumes product hbalation arzordhq to the manufacturers sedfrations
(SBmm2o21.5.a8 t� Goss 11-30-22
1mrBeamErgule201&9.0.1
��// I I P Northampton 1:32pm
Materials Database 1587
1oF1_
Member Data
Description: Member Type:Beam Applicatiar 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: 5.6 PLF
Filename:7ft 9in head
Other Loads
Type Trio. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PSF) Top 0'0.00" 6'0.00" 8'0.00" 40 15 Snow
T T
/ /
6 0 0
O O
/ /
6 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0'0.000" Wall SPF#3Stud2xor4x End-Grain(650psi) WA 1.500" 1369t# —
2 6'0.00a. Wall SPF#35tud2xor4x End-Grain(650psi) N/A 1.500" 1369# —
Maximum Load Case Reactions
Used fx apply g poht bads(or i ne bads)to carryig members
Snow Dead
1 983# 386#
2 983# 386#
Design spans
6'1 750"
Product: 1-3/4x5-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
NOTE:Connection schedule for member requ ires special design consideration,consult a professional engineer.
Minimum 1.50"bearing required at bearing#1
Minimum 1.50"bearing required at bearing#2
Design acirmes 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 Loadbg
Posi live Mot-net-4 2104.Y# 5717.# 36% 3 Total Load D+S
Shear 1165.# 4206.# 27% -0.05 Total Load D+S
TL Deflection 0.1474" 0.3073" U500 3 Total Load D+S
LL Deflection 0.1058" 0.2049" U696 3' Total Load S
Control: LL Deflection
DOLs Like=100%Snow=115%Roof=125%Wind=160%
Al product names are trademarl6 of thee respective owners
Copyright(C)2018 by Simpson StromgTe Company he ALL RIGIiTS RESERVED.
"Passing s defrad as when the mu,&el,floor joist,team or giber,shown on tti drawing meets appirable design criteria for Loads,Loadng Condfans,and Spans fsted on the sheet.The
desgn must be reviewed bya quaified designer a desgn protessonal as requred for approval.The design acmes product hstalation acmrdhg to the manufacturers spedfoatbns
cS Beam 20215.0s Goss 12-6-22
IanBeamE eZ01&9.0.1 \,�Q cAi
Materials Database 1587
1 Northampton 12:53pm
��, ` 1 of 1
Member Data �1")(/�"'
Descri lion:
p 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: L/360 live,L1240 total
Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 7.3 PLF
Filename: 14ft 4in Bea
Other Loads
Type Trb. Other Dead
(Description) Side Begin End Width Start End Start End Category
_Pdnt(LBS) Tap 3 0.00 2198 1026 Snow
MI I1\
O 6 0 0 /
/ O
600 /
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 a0.000" Wall SPF#Stud2xcr4x End-Grain(650psi) 1.500" 1.500' 1663# —
2 6'0.000" Wall SPF#3/S1ud2xor4x End-Grain(650psi) 1.500" 1.500" 1663# —
Maximum Load Case Reactions
Used for appying point bads(or fine bads)to carrying r ner reds
Live Snow Dead
1 118# 1099# 564#
2 118# 1099# 564#
Design spans
5'10.750"
Product: 1-3/4x7-1/4 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
NOTE:Connection schedule for member requires special design consideration,consult a professional engineer.
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 Loadil/
Positive Moment 4827.Y# 9634.'# 50% 3' Total Load S
Shear 1653.# 5544.# 29% 5.36' Total Load S
Max.Reaction 1663.# 3412.# 48% 6' Total Load S
TL Deflection 0.1091" 0.2948" L1648 3' Total Load S
LL Deflection 0.0729" 0.1965' L/970 3' Total Load$
Control: Positive Moment
DOLs: Live=100%Snovv 115% Roof=125%Wind=160%
Al product names are traderieria of they respedive rnvners
Copyright(C)2018 by Sir paa i Strong-Tie Corrpany he ALL RIGHTS RESERVED.
"Passg s defied as when the nerrba,floor eel,beam or Odes shown on the drevverg meets appi able design criteria for Loads Loadhg Conditions and Spans fisted on this dieet.The
design must be reviewed by a quaffed designer or design professional as required for approval.The design as3urnes product bstalatbn aonrdng to the manufacturer's sper*rations