31A-088 2nd floor beam Beam CalcCS Structure™ 2.10.1 [Build 1]
kmBeamEngine 4.13.4.1
Materials Database 1527
AlperGlenAlper041415 - Level 8 5-21-15
10:58am
1 of 4
All product names are trademarks of their respective owners
Copyright (C) 2015 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: CalcB4 Member Type: Beam Application: Roof
Comments:Top Lateral Bracing: Continuous Slope: 0.00 / 12
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: 14.0 PLF
Filename: Q:\AlperGlen
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 12' 1.38" 100 365 Live
Replacement Uniform (PLF) Top 0' 0.00" 12' 1.38" 578 0 Snow
Point (LBS) Top 0' 4.63" 35 17 Snow
Point (LBS) Top 11' 9.63" 35 17 Snow
1 2
12 2 4
12 2 4
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 1.500" 5509# --
2 12' 2.250" Wall N/A N/A 1.500" 5509# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 571# 3332# 2178#
2 571# 3332# 2178#
Design spans
11' 5.000"
Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 3 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 15576.# 25040.# 62% 6.09' Total Load D+S
Shear 4701.# 10898.# 43% 11.23' Total Load D+S
TL Deflection 0.4871" 0.5708" L/281 6.09' Total Load D+S
LL Deflection 0.2942" 0.3806" L/465 6.09' Total Load S
Control: TL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Design assumes a repetitive member use increase in bending stress: 4 %
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
CS Structure™ 2.10.1 [Build 1]
kmBeamEngine 4.13.4.1
Materials Database 1527
AlperGlenAlper041415 - Level 8 5-21-15
10:58am
2 of 4
All product names are trademarks of their respective owners
Copyright (C) 2015 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: CalcB5 Member Type: Beam Application: Roof
Comments:Top Lateral Bracing: Continuous Slope: 0.00 / 12
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: 5.6 PLF
Filename: Q:\AlperGlen
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 7' 8.25" -53 -13 Live
Replacement Uniform (PLF) Top 0' 0.00" 7' 8.25" 8 2 Live
Replacement Uniform (PLF) Top 0' 0.00" 7' 8.25" 27 7 Live
Replacement Uniform (PLF) Top 0' 0.00" 7' 8.25" 40 13 Live
Replacement Uniform (PLF) Top 0' 0.00" 7' 8.25" 31 96 Snow
Point (LBS) Top 0' 4.63" 5 1094 Live
Point (LBS) Top 0' 4.63" 2338 0 Snow
Point (LBS) Top 7' 2.75" 686 429 Snow
1 2
7 8 4
7 8 4
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 3.113" 3969# --
2 7' 8.250" Wall N/A N/A 1.500" 1651# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 261# 2446# 1522#
2 256# 794# 857#
Design spans
6' 11.000"
Product: Spruce-Pine-Fir #2 2 x 10 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 1184.# 3431.# 34% 3.84' Total Load D+L
Negative Moment 364.# 3431.# 10% 3.84' Total Load D+L
Shear 532.# 2498.# 21% 0.4' Total Load D+L
LL Deflection 0.0147" 0.2306" L/999+ 3.84' Total Load 0.75(L+S)
TL Deflection 0.0377" 0.3458" L/999+ 3.84' Total Load D+0.75(L+S)
Control: Positive Moment
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
This member has been designed in accordance with NDS 2005
CS Structure™ 2.10.1 [Build 1]
kmBeamEngine 4.13.4.1
Materials Database 1527
AlperGlenAlper041415 - Level 8 5-21-15
10:58am
3 of 4
All product names are trademarks of their respective owners
Copyright (C) 2015 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: CalcB6 Member Type: Beam Application: Roof
Comments:Top Lateral Bracing: Continuous Slope: 0.00 / 12
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: 5.6 PLF
Filename: Q:\AlperGlen
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 5' 2.00" -53 -13 Live
Replacement Uniform (PLF) Top 0' 0.00" 5' 2.00" 6 1 Live
Replacement Uniform (PLF) Top 0' 0.00" 5' 2.00" 27 7 Live
Replacement Uniform (PLF) Top 0' 0.00" 5' 2.00" 40 13 Live
Replacement Uniform (PLF) Top 0' 0.00" 5' 2.00" 665 404 Snow
1 2
5 2 0
5 2 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 1.890" 2409# -133#
2 5' 2.000" Wall N/A N/A 1.890" 2409# -133#
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 159# 1462# 948#
2 159# 1462# 948#
Design spans
4' 4.750"
Product: Spruce-Pine-Fir #2 2 x 10 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 2648.# 3946.# 67% 2.58' Total Load D+S
Negative Moment 147.# 3431.# 4% 2.58' Total Load D+L
Shear 1564.# 2872.# 54% 0.4' Total Load D+S
LL Deflection 0.0202" 0.1465" L/999+ 2.58' Total Load S
TL Deflection 0.0332" 0.2198" L/999+ 2.58' Total Load D+S
Control: Positive Moment
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
This member has been designed in accordance with NDS 2005
CS Structure™ 2.10.1 [Build 1]
kmBeamEngine 4.13.4.1
Materials Database 1527
AlperGlenAlper041415 - Level 8 5-21-15
10:58am
4 of 4
All product names are trademarks of their respective owners
Copyright (C) 2015 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: CalcB11 Member Type: Beam Application: Roof
Comments:Top Lateral Bracing: Continuous Slope: 0.00 / 12
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: 11.7 PLF
Filename: Q:\AlperGlen
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 4' 2.50" 141 0 Snow
Replacement Uniform (PLF) Top 0' 0.00" 4' 2.50" 35 113 Live
Replacement Uniform (PLF) Top 4' 2.50" 13' 10.50" 0 95 Live
Replacement Uniform (PLF) Top 4' 2.50" 13' 10.50" 141 0 Snow
Point (LBS) Top 4' 0.75" 0 25 Live
Point (LBS) Top 13' 7.88" 2338 0 Snow
Point (LBS) Top 13' 7.88" 2286 1798 Live
1 2
13 10 8
13 10 8
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 1.500" 1724# --
2 13' 10.500" Wall N/A N/A 2.557" 6713# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 117# 939# 785#
2 2308# 3277# 2525#
Design spans
13' 3.250"
Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 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 5579.# 24466.# 22% 7.02' Total Load D+S
Shear 1461.# 9081.# 16% 0.4' Total Load D+S
TL Deflection 0.1814" 0.6635" L/877 7.02' Total Load D+S
LL Deflection 0.1011" 0.4424" L/999+ 7.02' Total Load S
Control: TL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives