32A-201 2ND FLOOR HEADERSCS Structure™ 2.06.13[Build 1]
kmBeamEngine 4.6.1.0
Materials Database 1492
DennoRich51PhillipsPlace - Lev 12-11-14
10:59am
1 of 4
All product names are trademarks of their respective owners
Copyright (C) 2013 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: 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:\DennoRich
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 6' 11.00" 1 105 Live
Replacement Uniform (PLF) Top 0' 0.00" 6' 11.00" 319 0 Snow
1 2
6 11 0
6 11 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 1.500" 1464# --
2 6' 11.000" Wall N/A N/A 1.500" 1464# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 4# 1087# 377#
2 4# 1087# 377#
Design spans
6' 9.750"
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 2493.'# 3946.'# 63% 3.46' Total Load D+S
Shear 1132.# 2872.# 39% 6.18' Total Load D+S
LL Deflection 0.0558" 0.2271" L/999+ 3.46' Total Load S
TL Deflection 0.0752" 0.3406" L/999+ 3.46' 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™ 2.06.13[Build 1]
kmBeamEngine 4.6.1.0
Materials Database 1492
DennoRich51PhillipsPlace - Lev 12-11-14
10:59am
2 of 4
All product names are trademarks of their respective owners
Copyright (C) 2013 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: 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:\DennoRich
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 0' 6.25" 0 31 Live
Replacement Uniform (PLF) Top 0' 0.00" 0' 6.25" 86 0 Snow
Replacement Uniform (PLF) Top 0' 6.25" 1' 6.25" 0 35 Live
Replacement Uniform (PLF) Top 0' 6.25" 1' 6.25" 96 0 Snow
Replacement Uniform (PLF) Top 1' 6.25" 5' 4.75" 0 38 Live
Replacement Uniform (PLF) Top 1' 6.25" 5' 4.75" 105 0 Snow
Replacement Uniform (PLF) Top 5' 4.75" 6' 1.50" 0 36 Live
Replacement Uniform (PLF) Top 5' 4.75" 6' 1.50" 98 0 Snow
Replacement Uniform (PLF) Top 6' 1.50" 7' 3.00" 0 31 Live
Replacement Uniform (PLF) Top 6' 1.50" 7' 3.00" 85 0 Snow
1 2
7 3 0
7 3 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 1.500" 504# --
2 7' 3.000" Wall N/A N/A 1.500" 496# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 1# 355# 149#
2 1# 349# 147#
Design spans
7' 1.750"
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 926.'# 3946.'# 23% 3.62' Total Load D+S
Shear 406.# 2872.# 14% 0.06' Total Load D+S
LL Deflection 0.0216" 0.2382" L/999+ 3.62' Total Load S
TL Deflection 0.0306" 0.3573" L/999+ 3.62' 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™ 2.06.13[Build 1]
kmBeamEngine 4.6.1.0
Materials Database 1492
DennoRich51PhillipsPlace - Lev 12-11-14
10:59am
3 of 4
All product names are trademarks of their respective owners
Copyright (C) 2013 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: 5.6 PLF
Filename: Q:\DennoRich
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 6' 11.00" 1 105 Live
Replacement Uniform (PLF) Top 0' 0.00" 6' 11.00" 321 0 Snow
1 2
6 11 0
6 11 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 1.500" 1471# --
2 6' 11.000" Wall N/A N/A 1.500" 1471# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 4# 1093# 378#
2 4# 1093# 378#
Design spans
6' 9.750"
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 2505.'# 3946.'# 63% 3.46' Total Load D+S
Shear 1138.# 2872.# 39% 0.06' Total Load D+S
LL Deflection 0.0561" 0.2271" L/999+ 3.46' Total Load S
TL Deflection 0.0755" 0.3406" L/999+ 3.46' 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™ 2.06.13[Build 1]
kmBeamEngine 4.6.1.0
Materials Database 1492
DennoRich51PhillipsPlace - Lev 12-11-14
10:59am
4 of 4
All product names are trademarks of their respective owners
Copyright (C) 2013 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:\DennoRich
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 1' 1.50" 0 31 Live
Replacement Uniform (PLF) Top 0' 0.00" 1' 1.50" 85 0 Snow
Replacement Uniform (PLF) Top 1' 1.50" 1' 10.25" 0 36 Live
Replacement Uniform (PLF) Top 1' 1.50" 1' 10.25" 98 0 Snow
Replacement Uniform (PLF) Top 1' 10.25" 5' 8.75" 0 38 Live
Replacement Uniform (PLF) Top 1' 10.25" 5' 8.75" 105 0 Snow
Replacement Uniform (PLF) Top 5' 8.75" 6' 8.75" 0 35 Live
Replacement Uniform (PLF) Top 5' 8.75" 6' 8.75" 96 0 Snow
Replacement Uniform (PLF) Top 6' 8.75" 7' 3.00" 0 31 Live
Replacement Uniform (PLF) Top 6' 8.75" 7' 3.00" 86 0 Snow
1 2
7 3 0
7 3 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 1.500" 496# --
2 7' 3.000" Wall N/A N/A 1.500" 504# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 1# 349# 147#
2 1# 355# 149#
Design spans
7' 1.750"
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 926.'# 3946.'# 23% 3.62' Total Load D+S
Shear 406.# 2872.# 14% 6.48' Total Load D+S
LL Deflection 0.0216" 0.2382" L/999+ 3.62' Total Load S
TL Deflection 0.0306" 0.3573" L/999+ 3.62' 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