16 High Meadow Rd - Load Calc sheets for beamsCS l3= 2021.5.0.8 Kelley
IdnBea %JwXI8.9.0.1 Northampton
Materials Database 1587
f
L� P� (!J'
3-25-22
8:23am
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: 9.6 PLF
Filename: Beaml
Other Loads
Type Trib.
(Description) Side Begin End Width
Replacement Uniform (PSF) Top Cr 0.001, 8' 0.00" 15 6.00"
Point(LBS) Top 2 2.00"
Additional Uniform (PLF) Top 0 0.001, 8' 0.00"
Additional Uniform (PSF) TOP 0 OXI 2 2.00" T 4W
Other Dead
start End Start End
30 10
3206 1374
0 56
35 15
Category
Live
Snow
Live
Snow
T
8 0 0
8 0 0
Bearings and Reactions
Input
Min Gravity Gravity
Location Type Material Length
Required Reaction Uplift
1 0'0.000" Wall SPF#3/Siud2xor4xEnd-Gratin (650psi) WA
2 8'0.000" Wall SPF#3rSiud2xor4xEnd-Grain i N/A
2AW' 5643# -
1.51T' 3451# -
laximum Load Case Reactions
od for applying port bads (or ine bads) to carryiig members
Lim Snow Dead
1 1894# 2820# 2107#
2 1894# 960# 1310#
Design spans
8' 1.750"
Product: 1-3/4x9-1/2 VERSA -LAM 2.0 3100 SP 2 ply
PASSES DESIGN CHECKS
Connect members with 2 rows of 16d common nails at 12.0" oc
Minimum 2A8" bearing required at bearing # 1
Minimum 1 S2" bearing required at bearing # 2
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 Abwable Capacity
Positive Moment 10451.W 160519# 65%
Shear 4953# 7265.# 68° o
TL Deflection 0=1 0.4073" 1-420
LL Deflection 0.1453' 02715' L/672
Location Loading
2.17 Total LoadD+0.75(L+S)
-0.06' Total Load D+0.75(L+S)
3.59 Total Load D+0.75(L+S)
3.59 Total Load 0.7 L+S
Control: Shear
DOLs: Live=100% Snov. 115% Ibo1=1250/o Wind=160%
Ar product names are trademarls of their respective owners
Copyright (C) 2018 by Sripson Strong -To Company he ALL RGHTS RESERVED.
"Passrg is defined as When the men ber, floor lost, team gnier, sxrnn on this drawing meets appicable desgn criteria for Loads, Loading Conditions, and Spans listed on this sheet. The
mu5 be revewed b a uall ed ner or d or essonal as requied for approval. This desqn assures product rsalation acoofong to the manufacturer s spediflUftims
CS Beam MI.5.0.8 Kelley
krrNbteri lsDatnew18.V NOtthatttptm
Materials Database 1587
�j
`1r' �G` }P am, } 91' �`;�
t \ �- V"
3-25-22
8: 1 Of
1 of I
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: 7.3 PLF
Filename: 8 ft Beam 1 X
Other Loads
Type Trb.
Other Dead
(Description) Side Begin End width
start End start
End Category
Replacement Uniform (PSF) Top 0 0.00' 4'10.00' T 4.00'
30 10
Live
Point(LBS) Top 2 7.00"
3206 1374
Snow
Additional Uniform (PLF) Top 0 0.00" 4' 10.00'
0 100
Live
Additional Uniform (PSF) TOP 0 0.00" 2 7.00' 7 4.00'
35 15
Snow
T
T
410 0
O
O
410 0
Bearings and Reactions
Input
Min Gravity Gravity
Location Type Material Length
Required Reaction Uplift
1 00.000' Wall SPF#3/StA2xor4xEnd-Grain(650psi) N/A
1.500' 3301# —
2 4'10.009' Wall SPF#3/Shd2xor4xErcl-Grain N/A
1.500' 3153# —
'laximum Load Case Reactions
,ed for appWV poet bads (or ine bads) to can og members
Live Snow Dead
1 548# 1996# 1305#
2 548# 1892# 1261#
Design spans
4' 11.750"
Product: 1-3/4x7-1/4 VERSA -LAM 2.0 3100 SP 2 ply
PASSES DESIGN CHECKS
Connect memberswith 2 rows of 16d common nails at 12.0" oc
Minimum 1.50" bearing required at bearing # 1
Minimum 1.50" bearing required at bearing # 2
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 6836N 9634.Y# 70%
2.59 Total Load D+S
Shear 3044.# 5544.# 54%
4.41' Total Load D+S
TL Deflection 0.1148" 02490' U520
2.42 Total Load D+S
LL Deflection 0.0726' 0.166(Y' L/824
2.42 Total Load S
Control. Po&b\,e lvbment
DOLs: bve=100% Snov,F115% Roof=125% Wind=160%
Al product names are Vadernaft of their mq)ecWe a ws
Copyright (C) 2018 by Sirpson Strong-Te Company he ALL R1GHTS RESERVED.
"Pangs defined as Men the member, floor joN, beam or girds S �o+ar on the drawrrg meets appkaUle desgn criteria for Loads, Loafing ConditvrS and Spans iSetl on the 5reet. The
mwst be ravened b a uaified er or es9onal as uied far approval. Ths d assumes ud t�aiatbn aoxxdh to the manufacturer's