31B-207 (7) CS Hearn 2020.3.031 429 Bridge Rd 11-19-21
lunBeamErgme 2018.9.0.1 Florence 12:45pm
Materials Database 1582
1of1
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: L/360 live,L/240 total
Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 5.6 PLF
Filename:Beam1
Other Loads
Type Trig. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PSF) Top 0'0.00" 17 0.03' 17 6.00" 0 10 Live
T
12 0 0
12 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Requied Reaction uplift
1 0'0.000' Wall SPF#3/Shx12xor4x End-Grain(650psi) N/A 1.500" 793# —
2 12'0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) N/A 1.503' _ 793# —
Maximum Load Case Reactions
L d for applyng point bads(or ine loads)to carrying members
Dead
1 793#
2 793#
Design spans
12'1.750"
Product: Spruce-Pine-Fir#2 2 x 10 2 ply PASSES DESIGN CHECKS
Conned members with 2 rows of 16d common nails at 12.0"oc
Minimum 1.50"bearing required at bearing#1
Minimum 1.50"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 2408.# 3088.# 77% 6' Total Load D
Srte,r 692.# 2248.# 30% 11.47 Total Load D
LL Deflection 0.001U' 1.000t7' U999 N/A Total Load L
TL Deflection 02309' 0.6073' L631 6' Total Load D+L
Control: Positive Moment
DOLs Lihe=100%Snow=115%RDof=125%Wind=160%
This member has been designed in accordance with NDS 2012
Al product nacres are trademarks of the respective comers Doug Hudgins
rk Miles Inc.
Copyright(C)2018 by Sirpson Strong-Te Company ho ALL RIGHTS RESERVED.
"Passing is defined as when the merrber,floor ion,team or gider s,own on this drawng meets apph able design criteria for Loads,Loafing Conditions,and Spans Isted on this sheet.The
design must be reviewed by a quaffed designer or design professional as requied for approval.The design acmes product insalation ao»rding to the manufacturers speofeations
CS Beare 20203.031 429 Bridge Rd 12-3-21
lanBeamEnppre2018.9.0.1 Florence Ma 8:04am
Materials Database 1582
1of1
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: 12.0 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" 16'4.00" 12 0.00" 0 10 Live
Additional Uniform(PLF) Top 0'0.00" 16'4.00" 105 0 Live
/I\ T
/
16 4 0
0 Q/ 16 4 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0'0.000" Wall SPF#3/Shxl2xor4xErni-Grain(650psi) N/A 1.50G' 1953# —
2 16'4.000" Wall SPF#3iSSh.d2xor4x End-Grain(650psi) N/A 1.500" 1953# —
Maximum Load Case Reactions
Used for appyng pont bads(or fie bads)to ranyng members
Live Dead
1 865# 1088#
2 865# 1088#
Design spans
16'5.750"
Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Connect members with 2 rows of 16d common nails at 12.0"oc
Minimum 1.50"bearing required at bearing#1
Minimum 1.50"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 8045.Y# 212754t 37% 817 Total Load D+L
Shear 1718.# 7897.# 21% 15.58' Total Load D+L
TL Deflection 0.4026" 0.8240' U491 817 Total Load D+L
LL Deflection 0.1784" 0.5493" L/999+ 8.17' Total Load L
Control:TL Deflection
DOLs: Live=100°%Snovy=115% Roof=125%Wind=160%
Al product names are tradernadsof thet respective oeners Doug Hudgins
rk Miles Inc.
Copyight(C)2018 by Sirpson Strm g-Te Company he ALL RIGHTS RESERVED.
"Passings defned as when the member,tloorjoist,team or Bides shown on this drawng meets appkable design atere fa Loads,Loadhg Conditions,and Spans fisted on this Meet.The
design must be reviesed bya quaffed designer or design professional as required for approval.This design astimes product'nstaiation aomrdng to the manufacturers speckations