Miller Bott Kitchen beam calcuationCS j3eam2021.5.0.8 6
knBeamRrigire2018.9.0.1 C,
7-29-22
8:20am
Materials Database 1587 ti
1 of 1
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: 6.0 PLF
Filename: Beam
Other Loads
Type Tnb. Other
Dead
(Description) Side Begin End Width start
End Start End
Category
ReplacementTapered(PLF) Top G 0.00" 12 O.Ot7' 0
0 60 160
Live
ReplacementUnifixm (PSF) Top a 0.00" 12' 0.00' 1' 0.00" 31
15
Snow
Additional Uniform (PSF) TOP a 0.00" 12 0.00" 2' 8.06' 35
15
Snow
12 0 0
12 0 0
Bearings and Reactions
Input Min
Gravity Gravity
Location Type Material Length Required
Reaction Uplift
1 a 0.000" Wall SPF#3/Stud2xor4xErTd-Grain(650psi) 3.500" 1.500"
1612# —
2 12'0.009, Wall SPF#3'Shid2xor4xEnd-Grain i 3.500" 1.589'
1806# —
Maximum Load Case Reactions
Used for applying point bads (or one bads) to canyhg members
Snow Dead
1 720# 892#
2 720# 1086#
Design spans
11' 6.750"
Product: 1-3/4x11-7/8 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 4940.' # 12233.## 40%
6.01' Total Load D+S
Shear 1464.# 4541.# 320/6
10.8' Total Load D+S
Max. Reaction 1806.# 3981.9 45%
12 Total Load D+S
TL Deflection 02434" 0.5781" L/570
6.01, Total Load D+S
LL Deflection 0.1025' 0.3854" U999+
6' Total Load S
Control: Max. Reaction
DOLs: Live=100% Snow=115% Rm1=125% Wind=160%
Al product names are trademarks of their respective owners
Copyright (C) 2018 by Sing un Strong -Tie Company he ALL RIGHTS RESERVED.
—Passing is defined as when the member, fborjoist, tram or girder, shun on this drawing meets appicable design criteria for Loads, Loading Conditions, and Spans
fisted on this sheet. The
design must be reviewed by a quaffied designer or design rofessional as required for approval. This design assumes product hstalation according to the manufacturers specifications