23B-073 CS Beam 2021.5.0.8 Abel Wimnan Z - 675 8-8-23
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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: L/360 live,L240 total
Dead Load: 10 PLF Deck Connection:Nailed Member Weight 5.7 PLF
Filename: 12ft 10in jo
Other Loads
Type Trig Other Dead
(Description) Side Begin End %kith Start End Start End Category
Replacement Uniform(PSF) Top 0' 0.00" 15' 0.00" 5' 0.00" 40 10 Snow
7 6 0 7 6 0
7 15 0 0 0/
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 3.500" 1.500" 789# -
2 7' 6.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 5.500" 1.544" 2327# -
3 15' 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 3.500" 1.500" 789# -
Maximum Load Case Reactions
Used for appyigpont tads(or Ire beds)tocanegn ute.
Snow Dead
1 637# 1520
2 1820# 507#
3 637# 152#
Design spans
T 3.375" T 3375"
Product: Spruce-Pine-Fir(S)#2 2 x 8 3 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 Loading
Positive Moment 1214.'# 4040.'# 30% 11.87 Even Spans D+S
Negative Moment 1695.'# 4040.'# 41% 7.5' Total Load D+S
Negative Unb►cd 1695.'# 4040.'# 41% 7.5' Total Load D+S
Shear 1009.# 3377.# 29% 7.51' Total Load D+S
Max.Reaction 2327.# 8857.# 26% 7.5' Total Load D+S
LL Deflection 0.0564" 0.2427' L/999+ 3.5' Odd Spans S
TL Deflection 0.0657' 0.3641" L/999+ 3.5' Odd Spans D+S
Control:Negative Moment
DOL.s:Live=100%Snow"115%Roof=125%Wnd=160%
Design assumes a repetitive member use increase in bending dress:15%
This member has been designed in accordance Mt NDS 2012
Al product names are trademarks d the respec5ie OMENS
Cop (C)2018 by Simpson Shong-Te Company Inc.ALL RIGHTS RESERVED.
"Passig is defined as Wen the member.Iborjost,beam or gider storm on the drawing meets appicabb design crime for Loads,Loafing Condtlons,and Spars bed on the sheet The
design must be reviewed bra Quaffed designer or design pdessbrai as requied for approval Ths design assumes product istalstion accordnq to the mans acUier s specricabons.
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techno Of Massachusetts
766 Marion Road P:203-723-9904
Cheshire,CT. 06410 sylvie@technomp.com
WORK SITE SHEET DATE: 08/03/2023
Mill River Renovations Delivery Address
90 South Main Street
Florence Ma
Type of project: Deck with roof
Qty Category , Galy. Black Fixed H. Adj. H Ext.
1 P2-8G X 6X6
2 P2-8G10' X 6X6
Installer: 0 Michel ❑ Josh 0 Cody ❑ Keven D Tom [Richard El Paul I i Ty
SKETCH OF WORKSITE
f
H O U S E
— — FAR ONjf
1 2 3
MAPPING OF POSTS
Rotary Head: ❑Gearbox ❑212-125 ■212- 200 ❑212-250 ❑ A 50
# PSI Depth #Type Bearing # PSI Depth #Type Bearing
1 1400 9'-8" P2-8G10 10605LBS
2 1100 6'-0" P2-8G 7140LBS
3 1500 8'-3" P2-8G 10 11690 L BS
Signature of installer: Tyro-vl.e RIA'er i