32A-010 CS11ft Beam CalcsCS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
ObrienDrewKennedy - Level 8 1- 8-19
12:58pm
1 of 2
All product names are trademarks of their respective owners
Copyright (C) 2016 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED.**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The
design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications.
Doug Hodgins
rk Miles Inc.
21 West St.
West Hatfield Ma.
Member Data
Description: CalcB1 Member Type: Beam Application: Floor
Comments:Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 6.8 PLF
Filename: C:\KMW\JOBS\
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 11' 5.75" 30 10 Live
Replacement Uniform (PLF) Top 0' 0.00" 11' 5.75" 195 65 Live
Point (LBS) Top 0' 5.00" 5 678 Live
Point (LBS) Top 0' 5.00" 1807 0 Snow
1 2
0 5 0 11 0 12
11 5 12
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 5.000" Wall LVL/PSL(DF/SP) End-Grain (1000psi) N/A 2.695" 3436# --
2 11' 5.750" Wall LVL/PSL(DF/SP) End-Grain (1000psi) N/A 1.500" 1638# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 1261# 1807# 1135#
2 1201# 0# 436#
Design spans
0' 2.875" (left cant) 10' 8.125"
Product: Spruce-Pine-Fir #2 2 x 12 2 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 4371.'# 4614.'# 94% 5.76' Even Spans D+L
Negative Moment 9.'# 4614.'# 0% 0.42' Total Load D+L
Shear 1351.# 3038.# 44% 0.43' Total Load D+L
LL Deflection 0.1320" 0.3559" L/970 5.76' Even Spans L
TL Deflection 0.1800" 0.5339" L/711 5.76' Even Spans D+L
LL Defl., Lt. -0.0095" 0.2000" 2L/606 0' Even Spans L
TL Defl., Lt. -0.0129" 0.2000" 2L/445 0' Even Spans D+L
Control: Positive Moment
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
This member has been designed in accordance with NDS 2005
CS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
ObrienDrewKennedy - Level 8 1- 8-19
12:58pm
2 of 2
All product names are trademarks of their respective owners
Copyright (C) 2016 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED.**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The
design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications.
Doug Hodgins
rk Miles Inc.
21 West St.
West Hatfield Ma.
Member Data
Description: CalcB2 Member Type: Beam Application: Floor
Comments:Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 6.8 PLF
Filename: C:\KMW\JOBS\
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 1' 2.75" 195 65 Live
Replacement Uniform (PLF) Top 0' 0.00" 11' 2.75" 30 10 Live
Replacement Uniform (PLF) Top 1' 2.75" 1' 8.75" 195 65 Live
Replacement Uniform (PLF) Top 1' 8.75" 2' 8.75" 195 65 Live
Replacement Uniform (PLF) Top 2' 8.75" 3' 8.75" 195 65 Live
Replacement Uniform (PLF) Top 3' 8.75" 4' 8.75" 195 65 Live
Replacement Uniform (PLF) Top 4' 8.75" 5' 8.75" 195 65 Live
Replacement Uniform (PLF) Top 5' 8.75" 6' 8.75" 195 65 Live
Replacement Uniform (PLF) Top 6' 8.75" 7' 8.75" 195 65 Live
Replacement Uniform (PLF) Top 7' 8.75" 8' 8.75" 195 65 Live
Replacement Uniform (PLF) Top 8' 8.75" 9' 8.75" 195 65 Live
Replacement Uniform (PLF) Top 9' 8.75" 11' 2.75" 195 65 Live
1 2
11 2 12
11 2 12
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall LVL/PSL(DF/SP) End-Grain (1000psi) N/A 1.500" 1623# --
2 11' 2.750" Wall LVL/PSL(DF/SP) End-Grain (1000psi) N/A 1.500" 1623# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Dead
1 1191# 433#
2 1191# 433#
Design spans
10' 7.000"
Product: Spruce-Pine-Fir #2 2 x 12 2 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 4295.'# 4614.'# 93% 5.68' Total Load D+L
Shear 1336.# 3038.# 43% 0.4' Total Load D+L
LL Deflection 0.1274" 0.3528" L/996 5.68' Total Load L
TL Deflection 0.1738" 0.5292" L/730 5.68' Total Load D+L
Control: Positive Moment
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
This member has been designed in accordance with NDS 2005