Specifications (18) Project:GLOBAL HOUSING WALNUT PARCEL 1 StruCalc 9.0 page
Location: h-1 ,
Multi-Loaded Multi-Span Beam
of
[2000 International Residential Code(1997 NDS)] lid,
12.0
5.125 24F-V4-IN x Visually Graded Western Species-Dry Use IN x 16.5 FT
3 0 2018 StruCalc Version 10.0.1.6 4/24/2018 11:37:37 AM
AUGI
Section Adequate By:82.6% ��.� TIGAR
Controlling Factor:Deflection i Ti lLII1 tit r �Lt i�
DEFLECTIONS Center BUG P.(VIS P DING DIAGRAM
Live Load 0.30 IN L/657
Dead Load 0.02 in
Total Load 0.32 IN L/623
Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240
REACTIONS A_
Live Load 1980 lb 1980 lb
Dead Load 110 lb 110 lb
Total Load 2090 lb 2090 lb
Bearing Length 0.63 in 0.63 in
BEAM DATA Center
—
Span Length 16.5 ft -- ---- ---Unbraced Length-Top O ft A 16.5 ft B
Unbraced Length-Bottom 16.5 ft
Live Load Duration Factor 1.00
Camber Adj. Factor 1.5 UNIFORM LOADS Center
Camber Required 0.03 Uniform Live Load 240 plf
Notch Depth 0.00 Uniform Dead Load 0 plf
MATERIAL PROPERTIES Beam Self Weight 13 plf
24F-V4-Visually Graded Western Species Total Uniform Load 253 plf
Base Values Adjusted
Bending Stress: Fb= 2400 psi Controlled by:
Fbcmpr= 1200 psi Fb'= 2400 psi
Cd_=1.00
Shear Stress: Fv= 190 psi Fv'= 190 psi
Cd=1.00
Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi
Comp.-1-to Grain: Fc- L= 650 psi Fc--L'= 650 psi
Controlling Moment: 8621 ft-lb
8.25 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: 2090 lb
At left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Req'd Provided
Section Modulus: 43.11 in3 123 in3
Area(Shear): 16.5 in2 61.5 in2
Moment of Inertia(deflection): 404.23 in4 738 in4
Moment: 8621 ft-lb 24600 ft-lb
Shear: 2090 lb 7790 lb
Project:GLOBAL HOUSING WALNUT PARCEL 1 StruCalc 9.0 page
Location: nj-1
Multi-Loaded Multi-Span Beam of
[2000 International Residential Code(1997 NDS)) '
(2) 1.75 IN x 11.875 IN x 7.5 FT
1.9E Microllam-Trus Joist-MacMillan StruCalc Version 10.0.1.6 4/24/2018 11:37:38 AM
Section Adequate By:84.1%
Controlling Factor:Moment
CAUTIONS
"Laminations are to be fully connected to provide uniform transfer of loads to all members
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.09 IN L/1050
Dead Load 0.00 in
Total Load 0.09 IN L/1038
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240
REACTIONS A
Live Load 2615 lb 2934 lb
Dead Load 49 lb 49 lb
Total Load 2664 lb 2983 lb
Bearing Length 1.01 in 1.14 in
BEAM DATA Center
Span Length 7.5 ft
Ilk
Unbraced Length-Top 0 ft A ze n
Unbraced Length-Bottom 7.5 ft
Live Load Duration Factor 1.00
Notch Depth 0.00 UNIFORM LOADS Center
MATERIAL PROPERTIES Uniform Live Load 100 plf
1.9E Microllam-Trus Joist-MacMillan Uniform Dead Load 0 plf
Base Values Adjusted Beam Self Weight 13 plf
Bending Stress: Fb= 2600 psi Fb'= 2604 psi Total Uniform Load 113 plf
Cd=1.00 CF=1.00 POINT LOADS-CENTER SPAN
Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number One
Cd=1.00 Live Load 4799 lb
Modulus of Elasticity: E= 1900 ksi E= 1900 ksi Dead Load 0 lb
Comp.-I-to Grain: Fc-1= 750 psi Fc--i-'= 750 psi Location 4 ft
Controlling Moment: 9694 ft-lb
3.97 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: -2983 lb
8.0 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Req'd Provided
Section Modulus: 44.68 in3 82.26 in3
Area(Shear): 15.7 in2 41.56 int
Moment of Inertia(deflection): 167.48 in4 488.41 in4
Moment: 9694 ft-lb 17848 ft-lb
Shear: -2983 lb 7897 lb
Project:GLOBAL HOUSING WALNUT PARCEL 1 StruCalc 9.0 page
Lpcation:m-8
Multi-Loaded Multi-Span Beam
of
[2000 International Residential Code(1997 NDS)1
5.5 INx12.0INx8.5FT
24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:37:38 AM
Section Adequate By:6.4%
Controlling Factor:Shear
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.07 IN L/1427
Dead Load 0.09 in
Total Load 0.16 IN L/623
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 1
REACTIONS A B
Live Load 3226 lb 2769 lb
Dead Load 4262 lb 5085 lb TR2
Total Load 7488 lb 7854 lb
Ti
Bearing Length 2.09 in 2.20 in
w
BEAM DATA Center
- — -
Span Length 8.5 ft
— — -- —
Unbraced Length-Top O ft A 8.5 n B
Unbraced Length-Bottom 8.5 ft
Live Load Duration Factor 1.00
Camber Adj. Factor 1.5 UNIFORM LOADS Center
Camber Required 0.14 Uniform Live Load 400 plf
Notch Depth 0.00 Uniform Dead Load 0 plf
MATERIAL PROPERTIES Beam Self Weight 14 plf
24F-V4-Visually Graded Western Species Total Uniform Load 414 plf
Base Values Adjusted POINT LOADS-CENTER SPAN
Bending Stress: Fb= 2400 psi Controlled by:
Fb_1.00cmpr= 1200 psi Fb'= 2400 psi Load Number One
Cd-;
Live Load 2595 lb
Shear Stress: Fv= 190 psi Fv'= 190 psi Dead Load 0 lb
Location 3.5 ft
Cd=1.00
Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi TRAPEZOIDAL LOADS-CENTER SPAN
Comp.1 to Grain: Fc--I-= 650 psi Fc---'= 650 psi Load Number One Two
Left Live Load 0 plf 0 plf
Controlling Moment: 18528 ft-lb Left Dead Load 400 plf 850 plf
3.74 Ft from left support of span 2(Center Span) Right Live Load 0 plf 0 plf
Created by combining all dead loads and live loads on span(s)2 Right Dead Load 400 plf 850 plf
Controlling Shear: -7854 lb Load Start 3.5 ft 0 ft
8.0 Ft from left support of span 2(Center Span) Load End. 8.5 ft 8.5 ft
Created by combining all dead loads and live loads on span(s)2 Load Length 5 ft 8.5 ft
Comparisons with required sections: Red Provided
Section Modulus: 92.64 in3 132 in3
Area(Shear): 62 int 66 in2
Moment of Inertia(deflection): 305.01 in4 792 in4
Moment: 18528 ft-lb 26400 ft-lb
Shear: -7854 lb 8360 lb
Project:GLOBAL HOUSING WALNUT PARCEL 1 StruCalc 9.0 Page
Location:h-2
Multi-Loaded Multi-Span Beam
of
[2000 International Residential Code(1997 NDS)]
5.125 IN x 10.5 IN x 5.5 FT
24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:37:38 AM
Section Adequate By:46.0%
Controlling Factor:Shear
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.02 IN L/2819
Dead Load 0.02 in
Total Load 0.04 IN L/1618
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240
REACTIONS A B
Live Load 3329 lb 1420 lb
Dead Load 1341 lb 2323 lb
Total Load 4670 lb 3743 lb 'TR]
Bearing Length 1.40 in 1,12 in ,,,� w-,R„ a , -,,,--,,,-.-7--7--,-- :,
w
BEAM DATA Center '4,
Span Length 5.5 ft
IP
Unbraced Length-Top 0 ft A s.s n
Unbraced Length-Bottom 5.5 ft B
Live Load Duration Factor 1.00
Camber Adj. Factor 1.5 UNIFORM LOADS Center
Camber Required 0.03 Uniform Live Load 100 plf
Notch Depth 0.00 Uniform Dead Load 0 plf
MATERIAL PROPERTIES Beam Self Weight 12 plf
24F-V4-Visually Graded Western Species Total Uniform Load 112 plf
Base Values Adjusted POINT LOADS-CENTER SPAN
Bending Stress: Fb= 2400 psi Controlled by: Load Number One
Fb_cmpr= 1200 psi Fb'= 2400 psi Live Load 4199 lb
Cd=1.00
Shear Stress: Fv= 190 psi Fv'= 190 psi Dead Load 0 lb
Cd=1.00 Location 1.5 ft
Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi TRAPEZOIDAL LOADS-CENTER SPAN
Comp.-1-to Grain: Fc-1= 650 psi Fc-it= 650 psi Load Number One
Left Live Load 0 plf
Controlling Moment: 6925 ft-lb Left Dead Load 900 plf
1.82 Ft from left support of span 2(Center Span) Right Live Load 0 plf
Created by combining all dead loads and live loads on span(s)2 Right Dead Load 900 plf
Controlling Shear: 4670 lb Load Start 1.5 ft
At left support of span 2(Center Span) Load End 5.5 ft
Created by combining all dead loads and live loads on span(s)2 Load Length 4 ft
Comparisons with required sections: Req'd Provided
Section Modulus: 34.62 in3 94.17 in3
Area(Shear): 36.87 in2 53.81 in2
Moment of Inertia(deflection): 73.34 in4 494.4 in4
Moment: 6925 ft-lb 18834 ft-lb
Shear: 4670 lb 6816 lb
Project:GLOBAL HOUSING WALNUT PARCEL 1 StruCalc 9.0 page
Location: F29Post
Column '' of
[2000 International Residential Code(1997 NDS)]
5.5 IN x 7.5 IN x 10.0 FT
Select Structural-Douglas-Fir-Larch-Dry Use StruCalc Version 10,0.1.6 4/24/2018 11:37:39 AM
Section Adequate By: 13.2%
VERTICAL REACTIONS LOADING DIAGRAM
Live Load: Vert-LL-Rxn= 16417 lb
Dead Load: Vert-DL-Rxn= 10089 lb
Total Load: Vert-TL-Rxn= 26506 lb
COLUMN DATA
Total Column Length: 10 ft B_
Unbraced Length(X-Axis)Lx: 10 ft T
Unbraced Length(Y-Axis)Ly: 10 ft
Column End Condition-K(e): 1
Axial Load Duration Factor 1.00
COLUMN PROPERTIES
Select Structural-Douglas-Fir-Larch
Base Values Adjusted
Compressive Stress: Fc= 1150 psi Fc'= 741 psi
Cd=1.00 Cp=0.64
Bending Stress(X-X Axis): Fbx= 1500 psi Fbx'= 1500 psi
Cd=1.00 CF=1.00 10 ft
Bending Stress(Y-Y Axis): Fby= 1500 psi Fby'= 1500 psi
Cd=1.00 CF=1.00
Modulus of Elasticity: E= 1600 ksi E= 1600 ksi
Column Section(X-X Axis): dx= 7.5 in
Column Section(Y-Y Axis): dy= 5.5 in
Area: A= 41.25 in2
Section Modulus(X-X Axis): Sx= 51.56 in3
Section Modulus(Y-Y Axis): Sy= 37.81 in3
Slenderness Ratio: Lex/dx= 16
Ley/dy= 21.82 A
Column Calculations(Controlling Case Only):
Controlling Load Case:Axial Total Load Only(L+D) AXIAL LOADING
Actual Compressive Stress: Fc= 643 psi Live Load: PL= 16417 lb
Allowable Compressive Stress: Fc'= 741 psi Dead Load: PD= 10000 lb
Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-lb Column Self Weight: CSW= 89 lb
Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-lb Total Axial Load: PT= 26506 lb
Moment Due to Lateral Loads(X-X Axis): Mx= 0 ft-lb
Moment Due to Lateral Loads(Y-Y Axis): My= 0 ft-lb
Bending Stress Lateral Loads Only(X-X Axis): Fbx= 0 psi
Allowable Bending Stress(X-X Axis): Fbx'= 1500 psi
Bending Stress Lateral Loads Only(Y-Y Axis): Fby= 0 psi
Allowable Bending Stress(Y-Y Axis): Fby'= 1500 psi
Combined Stress Factor: CSF= 0.87
Project:GLOBAL HOUSING WALNUT PARCEL 1 StruCalc 9.0 page
Location:f--29
Footing of
[2000 International Residential Code(1997 NDS)]
Footing Size:5.2 FT x 5.2 FT x 10.00 IN
Reinforcement:#4 Bars @ 6.00 IN.O.C. E/W/(10)min. StruCalc Version 10.0.1.6 4/24/2018 11:37:39 AM
Section Footing Design Adequate
FOOTING PROPERTIES LOADING DIAGRAM
Allowable Soil Bearing Pressure: Qs= 1500 psf
Concrete Compressive Strength: F'c= 2500 psi
Reinforcing Steel Yield Strength: Fy= 40000 psi
Concrete Reinforcement Cover: c= 3 in
FOOTING SIZE
Width: W= 5.2 ft
Length: L= 5.2 ft
Depth: Depth= 10 in
Effective Depth to Top Layer of Steel: d= 6.25 in
COLUMN AND BASEPLATE SIZE
Column Type: Wood
Column Width: m= 6 in
Column Depth: n= 8 in
- 8in
FOOTING CALCULATIONS
Bearing Calculations: 10in
Ultimate Bearing Pressure: Qu= 1345 psf — — — 3 in
Effective Allowable Soil Bearing Pressure: Qe= 1375 psf -—Required Footing Area: Areq= 26.45 sf —— 5.2ft
Area Provided: A= 27.04 sf
Baseplate Bearing:
-6 in
Bearing Required: Bear= 51639 lb - --
Allowable Bearing: Bear-A= 132600 lb
Beam Shear Calculations(One Way Shear): fo in,
Beam Shear: Vu1 = 20647 lb 3 in
Allowable Beam Shear: Vc1 = 29250 lb
Punching Shear Calculations(Two Way Shear):
—5.2 ft.
Critical Perimeter: Bo= 53 in
Punching Shear: Vu2= 49324 lb FOOTING LOADING
Allowable Punching Shear(ACI 11-35): vc2-a= 62109 lb Live Load: PL= 20000 lb
Allowable Punching Shear(ACI 11-36): vc2-b= 83438 lb Dead Load: PD= 16366 lb
Allowable Punching Shear(ACI 11-37): vc2-c= 49688 lb Total Load: PT= 36366 lb
Controlling Allowable Punching Shear: vc2= 49688 lb Ultimate Factored Load: Pu= 51639 lb
Bending Calculations: Footing plus soil above footing weight: Wt= 2178 lb
Factored Moment: Mu= 402786 in-lb
Nominal Moment Strength: Mn= 420650 in-lb
Reinforcement Calculations:
Concrete Compressive Block Depth: a= 0.59 in
Steel Required Based on Moment: As(1)= 1.88 in2
Min.Code Req'd Reinf.Shrink./Temp. (ACI-10.5.4): As(2)= 1.25 in2
Controlling Reinforcing Steel: As-reqd= 1.88 in2
Selected Reinforcement: #4's @ 6.0 in.o.c.e/w(10)Min.
Reinforcement Area Provided: As= 1.96 in2
Development Length Calculations:
Development Length Required: Ld= 15 in
Development Length Supplied: Ld-sup= 28.2 in
Project:GLOBAL HOUSING WALNUT PARCEL 1 StruCalc 9.0 page
Location: BED 4 HEADER
Multi-Loaded Multi-Span Beam '''40] ---- of
[2000 International Residential Code(1997 NDS)]
5.125 IN x 10.5IN x 5.5 FT
24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:37:40 AM
Section Adequate By: 115.0%
Controlling Factor:Shear
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.03 IN L/2078
Dead Load 0.00 in
Total Load 0.03 IN L/1973
Live Load Deflection Criteria:L/360 Total Load Deflection Criteria: L/240
1
REACTIONS A B
Live Load 2845 lb 2131 lb
Dead Load 326 lb 111 lb
Total Load 3171 lb 2242 lb
Bearing Length 0.95 in 0.67 in11.1111611111.1111111111111
BEAM DATA Center
Span Length 5.5 ft - Al
-- --'
Unbraced Length-Top 0 ft A 5.5 ft - - B
Unbraced Length-Bottom 5.5 ft
Live Load Duration Factor 1.00
Camber Adj. Factor 1.5 UNIFORM LOADS Center
Camber Required 0 Uniform Live Load 55 plf
Notch Depth 0.00 Uniform Dead Load 0 plf
MATERIAL PROPERTIES Beam Self Weight 12 plf
24F-V4-Visually Graded Western Species Total Uniform Load 67 plf
Base Values Adjusted POINT LOADS-CENTER SPAN
Bending Stress: Fb= 2400 psi Controlled by: Load Number One
Fb_cmpr= 1200 psi Fb'= 2400 psi Live Load 4674 lb
Cd=1.00 Dead Load 0 lb
Shear Stress: Fv= 190 psi Fv'= 190 psi Location 2.33 ft
Cd=1.00
Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi TRAPEZOIDAL LOADS-CENTER SPAN
Comp. L to Grain: Fc--L= 650 psi Fc--L'= 650 psi Load Number One
Left Live Load 0 plf
Controlling Moment: 6720 ft-lb Left Dead Load 160 plf
2.31 Ft from left support of span 2(Center Span) Right Live Load 0 plf
Created by combining all dead loads and live loads on span(s)2 Right Dead Load 160 plf
Controlling Shear: 3171 lb Load Start 0 ft
At left support of span 2(Center Span) Load End 2.33 ft
Created by combining all dead loads and live loads on span(s)2 Load Length 2.33 ft
Comparisons with required sections: Req'd Provided
Section Modulus: 33.6 in3 94.17 in3
Area(Shear): 25.03 in2 53.81 in2
Moment of Inertia(deflection): 85.65 in4 494.4 in4
Moment: 6720 ft-lb 18834 ft-lb
Shear: 3171 lb 6816 lb
Project:GLOBAL HOUSING WALNUT PARCEL 1 StruCalc 9.0 page
Location:NKB-1 Skit
Multi-Loaded Multi-Span Beam
_ - of
[2000 International Residential Code(1997 NDS)]
5.25 IN x 11.875 IN x 8.5 FT
2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.6 4/24/2018 11:37:40 AM
Section Adequate By: 132.0%
Controlling Factor:Shear
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.09 IN L/1128
Dead Load 0.00 in
Total Load 0.09 IN L/1113
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240
REACTIONS A
Live Load 5129 lb 4071 lb
1
Dead Load 66 lb 66 lb z
Total Load 5195 lb 4137 lb s
Bearing Length 1.32 in 1.05 in
w
BEAM DATA Center
Span Length 8.5 ft
Unbraced Length-Top 0 ft A 8.5 ft
Unbraced Length-Bottom 8.5 ft
Live Load Duration Factor 1.00
Notch Depth 0.00 UNIFORM LOADS Center
MATERIAL PROPERTIES Uniform Live Load 200 plf
2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 0 plf
Base Values Adjusted Beam Self Weight 16 plf
Bending Stress: Fb= 3100 psi Fb'= 3104 psi Total Uniform Load 216 plf
Cd=1.00 CF=1.00 POINT LOADS-CENTER SPAN
Shear Stress: Fv= 290 psi Fv'= 290 psi Load Number One Two Three
Cd=1.00 Live Load 3000 lb 3000 lb 1500 lb
Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 0 lb 0 lb 0 lb
Comp. to Grain: Fc- = 750 psi Fc- '= 750 psi Location 1.25 ft 4.25 ft 7.25 ft
Controlling Moment: 11135 ft-lb
4.25 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: 5196 lb
At left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Read Provided
Section Modulus: 43.04 in3 123.39 in3
Area(Shear): 26.87 in2 62.34 in2
Moment of Inertia(deflection): 233.73 in4 732.62 in4
Moment: 11135 ft-lb 31917 ft-lb
Shear: 5196 lb 12053 lb
Project:GLOBAL HOUSING WALNUT PARCEL 1 StruCalc 9.0 page
Location:M-6
Multi-Loaded Multi-Span Beam of
[2000 International Residential Code(1997 NDS)]
5.25 IN x 11.875 IN x 20.0 FT
2.0E Parallam-iLevel Trus Joist StruCalc Version 10.0.1.6 4/24/2018 11:37:40 AM
Section Adequate By: 18.0%
Controlling Factor: Deflection
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.57 IN L/425
Dead Load 0.05 in
Total Load 0.61 IN L/392
Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240
REACTIONS A
Live Load 2300 lb 2300 lb
Dead Load 195 lb 195 lb
Total Load 2495 lb 2495 lb
Bearing Length 0.63 in 0.63 in
BEAM DATA Center
Span Length 20 ft -- --- --- - - _._ _.__.
Unbraced Length-Top O ft A zo n
•
Unbraced
Length-Bottom 20 ft
Live Load Duration Factor 1.00
Notch Depth 0.00 UNIFORM LOADS Center
MATERIAL PROPERTIES Uniform Live Load 230 plf
2.0E Parallam-iLevel Trus Joist Uniform Dead Load 0 plf
Base Values Adjusted Beam Self Weight 19 plf
Bending Stress: Fb= 2900 psi Fb'= 2903 psi Total Uniform Load 249 plf
Cd=1.00 CF=1.00
Shear Stress: Fv= 290 psi Fv'= 290 psi
Cd=1.00
Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi
Comp.l to Grain: Fc-L= 750 psi Fc-L'= 750 psi
Controlling Moment: 12474 ft-lb
10.0 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: 2495 lb
At left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Req'd Provided
Section Modulus: 51.56 in3 123.39 in3
Area(Shear): 12.9 in2 62.34 in2
Moment of Inertia(deflection): 620.9 in4 732.62 in4
Moment: 12474 ft-lb 29854 ft-lb
Shear: 2495 lb 12053 lb
Project:GLOBAL HOUSING WALNUT PARCEL 1 —
StruCalc 9.0 page
Location:M-13
Multi-Loaded Multi-Span Beam of
[2000 International Residential Code(1997 NDS)]
5.5 INx11.5INx9.5FT
#2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:37:41 AM
Section Adequate By:39.0%
Controlling Factor:Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.11 IN L/1025
Dead Load 0.00 in
Total Load 0.11 IN L/1000
Live Load Deflection Criteria:L/360 Total Load Deflection Criteria: L/240
REACTIONS A
Live Load 2613 lb 2613 lb
Dead Load 65 lb 65 lb
Total Load 2678 lb 2678 lb
Bearing Length 0.78 in 0.78 in
BEAM DATA Center
Span Length 9.5 ft — -- ---
Unbraced Length-Top 0 ft A 9.5 ft
Unbraced Length-Bottom 9.5 ft
Live Load Duration Factor 1.00
Notch Depth 0.00 UNIFORM LOADS Center
MATERIAL PROPERTIES Uniform Live Load 550 plf
#2-Douglas-Fir-Larch Uniform Dead Load 0 plf
Base Values Adjusted Beam Self Weight 14 plf
Bending Stress: Fb= 875 psi Fb'= 875 psi Total Uniform Load 564 plf
Cd=1.00 CF=1.00
Shear Stress: Fv= 170 psi Fv'= 170 psi
Cd=1.00
Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi
Min. Mod.of Elasticity: E_min= 470 ksi E_min'= 470 ksi
Comp. to Grain: Fc-1= 625 psi Fc-1'= 625 psi
Controlling Moment: 6359 ft-lb
4.75 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: 2678 lb
At left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Req'd Provided
Section Modulus: 87.21 in3 121.23 in3
Area(Shear): 23.63 in2 63.25 in2
Moment of Inertia(deflection): 244.81 in4 697.07 in4
Moment: 6359 ft-lb 8840 ft-lb
Shear: 2678 lb 7168 lb
Project:GLOBAL HOUSING WALNUT PARCEL 1 StruCalc 9.0 page
Location:M-9 /
Multi-Loaded Multi-Span Beam of
[2000 International Residential Code(1997 NDS)]
5,125 IN x 10.5IN x 6.5 FT •
24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:37:41 AM
Section Adequate By: 163.1%
Controlling Factor:Shear
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.05 IN L/1571
Dead Load 0.00 in
Total Load 0.05 IN L/1555
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240
REACTIONS A
Live Load 3575 lb 3575 lb
Dead Load 38 lb 38 lb
Total Load 3613 lb 3613 lb
Bearing Length 1.08 in 1.08 in
w
BEAM DATA Center
Span Length 6.5 ft
Unbraced Length-Top 0 ft A 6.5ff
Unbraced Length-Bottom 6.5 ft
Live Load Duration Factor 1.00
Camber Adj. Factor 1
Camber Required 0 UNIFORM LOADS Center
Notch Depth 0.00 Uniform Live Load 1100 plf
Uniform Dead Load 0 plf
MATERIAL PROPERTIES Beam Self Weight 12 plf
24F-V4-Visually Graded Western Species Total Uniform Load 1112 plf
Base Values Adiusted
Bending Stress: Fb= 2400 psi Controlled by:
Fb_cmpr= 1850 psi Fb'= 2400 psi
Cd=1.00
Shear Stress: Fv= 265 psi Fv'= 265 psi
Cd=1.00
Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi
Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi
Comp. to Grain: Fc-- = 650 psi Fc---'= 650 psi
Controlling Moment: 5871 ft-lb
3.25 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: -3613 lb
6.0 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Req'd Provided
Section Modulus: 29.35 in3 94.17 in3
Area(Shear): 20.45 in2 53.81 in2
Moment of Inertia(deflection): 113.26 in4 494.4 in4
Moment: 5871 ft-lb 18834 ft-lb
Shear: -3613 lb 9507 lb
Project:GLOBAL HOUSING WALNUT PARCEL 1 StruCalc 9.0 page
Location:M-10
Multi-Loaded Multi-Span Beam
of
[2000 International Residential Code(1997 NDS)] _
5.5 IN x 9.5 IN x 8.5 FT
#2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:37:41 AM
Section Adequate By:5.8%
Controlling Factor:Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.14 IN L/716
Dead Load 0.00 in
Total Load 0.15 IN L/703
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240
REACTIONS A_
Live Load 2635 lb 2635 lb
Dead Load 48 lb 48 lb
Total Load 2683 lb 2683 lb
Bearing Length 0.78 in 0.78 in
w
BEAM DATA Center
Span Length 8.5 ft
Unbraced Length-Top O ft A 8.5 ft 6
Unbraced Length-Bottom 8.5 ft
Live Load Duration Factor 1.00
Notch Depth 0.00
UNIFORM LOADS Center
MATERIAL PROPERTIES Uniform Live Load 620 plf
#2-Douglas-Fir-Larch Uniform Dead Load 0 plf
Base Values Adjusted Beam Self Weight 11 plf
Bending Stress: Fb= 875 psi Fb'= 875 psi Total Uniform Load 631 plf
Cd=1.00 CF=1.00
Shear Stress: Fv= 170 psi Fv'= 170 psi
Cd=1.00
Modulus of Elasticity: E= 1300 ksi E= 1300 ksi
Min.Mod.of Elasticity: E_min= 470 ksi E_min'= 470 ksi
Comp.I-to Grain: Fc- = 625 psi Fc--- = 625 psi
Controlling Moment: 5702 ft-lb
4.25 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: -2683 lb
8.0 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Req'd Provided
Section Modulus: 78.19 in3 82.73 in3
Area(Shear): 23.67 in2 52.25 in2
Moment of Inertia(deflection): 197.67 in4 392.96 in4
Moment: 5702 ft-lb 6032 ft-lb
Shear: -2683 lb 5922 lb
Project:GLOBAL HOUSING WALNUT PARCEL 1 _ StruCalc 9.0 page
Location:m-1 S-
Multi-Loaded Multi-Span Beam ;:•° of
[2000 International Residential Code(1997 NDS)]
5.125 IN x 18.0 IN x 18.0 FT
24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:37:42 AM
Section Adequate By:26.1%
Controlling Factor:Shear
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.32 IN L/683
Dead Load 0.23 in
Total Load 0.54 IN L/398
Live Load Deflection Criteria:L/360 Total Load Deflection Criteria: L/240
REACTIONS A
Live Load 5400 lb 5400 lb
Dead Load 3870 lb 3870 lb
Total Load 9270 lb 9270 lb
Bearing Length 2.78 in 2.78 in
w
BEAM DATA Center
Span Length 18 ft
Unbraced Length-Top 0 ft A 18ft B
Unbraced Length-Bottom 18 ft
Live Load Duration Factor 1.00
Camber Adj. Factor 1.5 UNIFORM LOADS Center
Camber Required 0.34
Uniform Live Load 600 plf
Notch Depth 0.00 Uniform Dead Load 410 plf
MATERIAL PROPERTIES Beam Self Weight 20 plf
24F-V4-Visually Graded Western Species Total Uniform Load 1030 plf
Base Values Adjusted
Bending Stress: Fb= 2400 psi Controlled by:
Fbcmpr= 1200 psi Fb'= 2340 psi
Cd-;1.00 Cv=0.98
Shear Stress: Fv= 190 psi Fv'= 190 psi
Cd=1.00
Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi
Comp.1 to Grain: Fc- = 650 psi Fc--- = 650 psi
Controlling Moment: 41715 ft-lb
9.0 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: 9270 lb
At left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Redd Provided
Section Modulus: 213.88 in3 276.75 in3
Area(Shear): 73.18 in2 92.25 in2
Moment of Inertia(deflection): 1501.5 in4 2490.75 in4
Moment: 41715 ft-lb 53976 ft-lb
Shear: 9270 lb 11685 lb
Project:GLOBAL HOUSING WALNUT PARCEL 1 StruCalc 9.0 page
Location:m-4 skit
,y '
Multi-Loaded Multi-Span Beam `
of
[2000 International Residential Code(1997 NDS)]
7.0 IN x 11.875 IN x 10.5 FT
2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.6 4/24/2018 11:37:42 AM
Section Adequate By:23.3%
Controlling Factor:Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.28 IN L/445
Dead Load 0.00 in
Total Load 0.29 IN L/441
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240
1
REACTIONS A
Live Load 11967 lb 5633 lb
Dead Load 109 lb 109 lb
Total Load 12076 lb 5742 lb
Bearing Length 2.30 in 1.09 in
BEAM DATA Center
Span Length 10.5 ft
Unbraced Length-Top 0 ft A 10.5 ft �B
Unbraced Length-Bottom 10.5 ft
Live Load Duration Factor 1.00
Notch Depth 0.00 UNIFORM LOADS Center
MATERIAL PROPERTIES Uniform Live Load 200 plf
2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 0 plf
Base Values Adjusted Beam Self Weight 21 plf
Bending Stress: Fb= 3100 psi Fb'= 3104 psi Total Uniform Load 221 plf
Cd=1.00 CF=1.00 POINT LOADS-CENTER SPAN
Shear Stress: Fv= 290 psi Fv'= 290 psi Load Number One
Cd=1.00 Live Load 12000 lb
Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 0 lb
Comp. L to Grain: Fc- = 750 psi Fc---'= 750 psi Location 3.5 ft
Controlling Moment: 34514 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN
3.46 Ft from left support of span 2(Center Span) Load Number One
Created by combining all dead loads and live loads on span(s)2 Left Live Load 1000 plf
Controlling Shear: 12076 lb Left Dead Load 0 plf
At left support of span 2(Center Span) Right Live Load 1000 plf
Created by combining all dead loads and live loads on span(s)2 Right Dead Load 0 plf
Load Start 0 ft
Comparisons with required sections: Req'd Provided Load End 3.5 ft
Section Modulus: 133.43 in3 164.52 in3 Load Length 3.5 ft
Area(Shear): 62.46 in2 83.13 in2
Moment of Inertia(deflection): 789.79 in4 976.83 in4
Moment: 34514 ft-lb 42556 ft-lb
Shear: 12076 lb 16071 lb
Project:GLOBAL HOUSING WALNUT PARCEL 1 StruCalc 9.0 page
Location:m-5 /
Multi-Loaded Multi-Span Beam r of
[2000 International Residential Code(1997 NDS)] :
5.25 IN x 18.0 IN x 20.0 FT
1.8E-2600F-APA EWS LVL Stress Classes StruCalc Version 10.0.1.6 4/24/2018 11:37:43 AM
Section Adequate By: 13.1%
Controlling Factor:Shear
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.58 IN L/414
Dead Load 0.08 in
Total Load 0.66 IN L/364
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240
1
REACTIONS A
Live Load 12400 lb 4600 lb
Dead Load 3469 lb 582 lb
Total Load 15869 lb 5182 lb
Bearing Length 4.32 in 1.41 in
BEAM DATA Center
Span Length 20 ft
•
Unbraced Length-Top 0 ft A 20 ft
Unbraced Length-Bottom 20 ft
Live Load Duration Factor 1.00
Notch Depth 0.00
UNIFORM LOADS Center
MATERIAL PROPERTIES Uniform Live Load 250 plf
1.8E-2600F-APA EWS LVL Stress Classes Uniform Dead Load 0 plf
Base Values Adiusted Beam Self Weight 28 plf
Bending Stress: Fb= 2600 psi Fb'= 2472 psi Total Uniform Load 278 plf
Cd=1.00 CF=0.95 POINT LOADS-CENTER SPAN
Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number One
Cd=1.00 Live Load 12000 lb
Modulus of Elasticity: E= 1800 ksi E= 1800 ksi Dead Load 0 Ib
Comp.±to Grain: Fc-- = 700 psi Fc- = 700 psi
Location 3.5 ft
Controlling Moment: 47651 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN
3.6 Ft from left support of span 2(Center Span) Load Number One
Created by combining all dead loads and live loads on span(s)2 Left Live Load 0 plf
Controlling Shear: 15869 lb Left Dead Load 1000 plf
At left support of span 2(Center Span) Right Live Load 0 plf
Created by combining all dead loads and live loads on span(s)2 Right Dead Load 1000 plf
Load Start 0 ft
Comparisons with required sections: Req'd Provided Load End 3.5 ft
Section Modulus: 231.36 in3 283.5 in3 Load Length 3.5 ft
Area(Shear): 83.52 in2 94.5 in2
Moment of Inertia(deflection): 2219.56 in4 2551.5 in4
Moment: 47651 ft-lb 58389 ft-lb
Shear: 15869 lb 17955 lb
Project:GLOBAL HOUSING WALNUT PARCEL 1 ;r StruCalc 9.0 page
Location:h-1
Multi-Loaded Multi-Span Beam of
[2000 International Residential Code(1997 NDS)]
5.5 IN x 10.5 IN x 6.5 FT
#2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:37:43 AM
Section Adequate By:373.8%
Controlling Factor:Shear
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.01 IN L/6699
Dead Load 0.00 in
Total Load 0.01 IN L/6304
Live Load Deflection Criteria:L/360 Total Load Deflection Criteria: L/240
REACTIONS A
Live Load 650 lb 650 lb
Dead Load 41 lb 41 lb
Total Load 691 lb 691 lb
Bearing Length 0.20 in 0.20 in
w
BEAM DATA Center
Span Length 6.5 ft —
Unbraced Length-Top 0 ft 6.5 ft
B
Unbraced Length-Bottom 6.5 ft
Live Load Duration Factor 1.00
Notch Depth 0.00
UNIFORM LOADS Center
MATERIAL PROPERTIES Uniform Live Load 200 plf
#2-Douglas-Fir-Larch Uniform Dead Load 0 plf
Base Values Adjusted Beam Self Weight 13 plf
Bending Stress: Fb= 875 psi Fb'= 875 psi Total Uniform Load 213 plf
Cd=1.00 CF=1.00
Shear Stress: Fv= 85 psi Fv'= 85 psi
Cd=1.00
Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi
Comp.L to Grain: Fc-1= 625 psi Fc--- = 625 psi
Controlling Moment: 1122 ft-lb
3.25 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: -691 lb
6.0 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Req'd Provided
Section Modulus: 15.39 in3 101.06 in3
Area(Shear): 12.19 in2 57.75 in2
Moment of Inertia(deflection): 28.51 in4 530.58 in4
Moment: 1122 ft-lb 7369 ft-lb
Shear: -691 lb 3273 lb
Project:GLOBAL HOUSING WALNUT PARCEL 1 _ StruCalc 9.0 page
Location:m-7 1 .
Multi-Loaded Multi-Span Beam '' `'_ of
[2000 International Residential Code(1997 NDS)] .
6.75 IN x 21.0 IN x 21.2 FT
24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:37:43 AM
Section Adequate By: 13.1%
Controlling Factor:Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.51 IN L/495
Dead Load 0.19 in
Total Load 0.71 IN L/360
Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240
REACTIONS A B 2
Live Load 15762 lb 8378 lb
Dead Load 3116 lb 4335 lb
Total Load 18878 lb 12713 lb �._
Bearing Length 4.30 in 2.90 in
r -T
BEAM DATA Center
Span Length 21.2 ft
Unbraced Length-Top 0 ft A 21.zftti
Unbraced Length-Bottom 21.2 ft
Live Load Duration Factor 1.00
Camber Adj.Factor 1.5
UNIFORM LOADS Center
Camber Required 0.29
Notch Depth 0.00 Uniform Live Load 100 plf
Uniform Dead Load 0 plf
MATERIAL PROPERTIES Beam Self Weight 31 plf
24F-V4-Visually Graded Western Species Total Uniform Load 131 plf
Base Values Adjusted POINT LOADS-CENTER SPAN
Bending Stress: Fb= 2400 psi Controlled by: Load Number One Two Three
Fb_cmpr= 1850 psi Fb'= 2206 psi Live Load 2596 lb 5182 lb 5742 lb
Cd=1.00 Cv=0.92 Dead Load 0 lb 0 lb 0 lb
Shear Stress: Fv= 265 psi Fv'= 265 psi Location 2 ft 4 ft 4 ft
Cd=1.00
Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi TRAPEZOIDAL LOADS-CENTER SPAN
Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Load Number One
Comp.L to Grain: Fc-L= 650 psi Fc-L'= 650 psi Left Live Load 500 plf
Left Dead Load 400 plf
Controlling Moment: 80619 ft-lb Right Live Load 500 plf
8.69 Ft from left support of span 2(Center Span) Right Dead Load 400 plf
Created by combining all dead loads and live loads on span(s)2 Load Start 4 ft
Controlling Shear: 18878 lb Load End 21 ft
At left support of span 2(Center Span) Load Length 17 ft
Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Req'd Provided
Section Modulus: 438.61 in3 496.13 in3
Area(Shear): 106.86 in2 141.75 in2
Moment of Inertia(deflection): 3791.98 in4 5209.31 in4
Moment: 80619 ft-lb 91189 ft-lb
Shear: 18878 lb 25043 lb
Project:GLOBAL HOUSING WALNUT PARCEL 1 StruCalc 9.0 page
Location:m-7a
Multi-Loaded Multi-Span Beam ` of
[2000 International Residential Code(1997 NDS)] u
5.125 IN x 15.0 IN x 3.0 FT
24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:37:44 AM
Section Adequate By: 11.7%
Controlling Factor:Shear
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.00 IN L/8580
Dead Load 0.00 in
Total Load 0.00 IN L/8556
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240
REACTIONS A
Live Load 8692 lb 4458 lb
Dead Load 25 lb 25 lb
Total Load 8717 lb 4483 lb
Bearing Length 2.62 in 1.35 in
w
BEAM DATA Center
Span Length 3 ft -,
Unbraced Length-Top 0 ft A 3ft
Unbraced Length-Bottom 3 ft
Live Load Duration Factor 1.00
CamberAdj.Factor 1.5
Camber Required 0 UNIFORM LOADS Center
Notch Depth 0.00 Uniform Live Load 150 plf
Uniform Dead Load 0 plf
MATERIAL PROPERTIES Beam Self Weight 17 plf
24F-V4-Visually Graded Western Species Total Uniform Load 167 plf
Base Values Adjusted POINT LOADS-CENTER SPAN
Bending Stress: Fb= 2400 psi Controlled by: Load Number One
Fb_cmpr= 1200 psi Fb'= 2400 psi Live Load 12700 lb
Cd=1.00 Dead Load 0 lb
Shear Stress: Fv= 190 psi Fv'= 190 psi Location 1 ft
Cd=1.00
Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi
Comp.-I-to Grain: Fc-1= 650 psi Fc--- = 650 psi
Controlling Moment: 8550 ft-lb
1.02 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: 8717 lb
At left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Read Provided
Section Modulus: 42.75 in3 192.19 in3
Area(Shear): 68.82 in2 76.88 in2
Moment of Inertia(deflection): 60.48 in4 1441.41 in4
Moment: 8550 ft-lb 38438 ft-lb
Shear: 8717 lb 9738 lb
Project:GLOBAL HOUSING WALNUT PARCEL 1 i i StruCalc 9.0 page
Location:Den header 3 /
Multi Loaded Multi Span Beam of
[2000 International Residential Code(1997 NDS)]
5.125 IN x 10.5 IN x 5.5 FT
24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:37:44 AM
Section Adequate By:85.2%
Controlling Factor:Shear
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.03 IN L/2478
Dead Load 0.00 in
Total Load 0.03 IN L/2453
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240
REACTIONS A
Live Load 5100 lb 1989 lb
1
Dead Load 32 lb 32 lb
Total Load 5132 lb 2021 lb
Bearing Length 1.54 in 0.61 in
w
BEAM DATA Center
Span Length 5.5 ft —
Unbraced Length-Top O ft A 5.5 ft "B
Unbraced Length-Bottom 5.5 ft
Live Load Duration Factor 1.00
Camber Adj.Factor 1
Required 0 UNIFORM LOADS Center
CamberUniform Live Load 400 plf
Catch Rehquired
0.00
Uniform Dead Load 0 plf
MATERIAL PROPERTIES Beam Self Weight 12 plf
24F-V4-Visually Graded Western Species Total Uniform Load 412 plf
Base Values Adjusted POINT LOADS-CENTER SPAN
Bending Stress: Fb= 2400 psi Controlled by: Load Number One
Fbcmpr= 1850 psi Fb'= 2400 psi Live Load 4889 lb
Cd–=/.00 Dead Load 0 lb
Shear Stress: Fv= 265 psi Fv'= 265 psi Location 1 ft
Cd=1.00
Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi
Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi
Comp.L to Grain: Fc-1= 650 psi Fc-1'= 650 psi
Controlling Moment: 4918 ft-lb
1.05 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: 5132 lb
At left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Read Provided
Section Modulus: 24.59 in3 94.17 in3
Area(Shear): 29.05 in2 53.81 in2
Moment of Inertia(deflection): 71.82 in4 494.4 in4
Moment: 4918 ft-lb 18834 ft-lb
Shear: 5132 lb 9507 lb
Project:GLOBAL HOUSING WALNUT PARCEL 1 StruCalc 9.0 page
Location:Great Room Header ,. _
Multi-Loaded Multi-Span Beamw~ of
[2000 International Residential Code(1997 NDS)]
5.5 INx10.5INx10.0FT
24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:37:44 AM
Section Adequate By:42.9%
Controlling Factor: Deflection
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.23 IN U514
Dead Load 0.00 in
Total Load 0.24 IN L/508
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240
1
REACTIONS A B 2
Live Load 5050 lb 5050 lb
Dead Load 63 lb 63 lb iiimminimm,
Total Load 5113 lb 5113 lb
Bearing Length 1.43 in 1.43 in
BEAM DATA Center
Span Length 10 ft —
Unbraced Length-Top 0 ft A loft B
Unbraced Length-Bottom 10 ft
Live Load Duration Factor 1.00
Camber Adj. Factor 1
Camber Required 0 UNIFORM LOADS Center
Uniform Live Load 110 plf
Notch Depth 0.00 Uniform Dead Load 0 plf
MATERIAL PROPERTIES Beam Self Weight 13 plf
24F-V4-Visually Graded Western Species Total Uniform Load 123 plf
Base Values Adjusted POINT LOADS-CENTER SPAN
Bending Stress: Fb= 2400 psi Controlled by: Load Number One Two
Fb_cmpr= 1850 psi Fb'= 2400 psi Live Load 1350 lb 1350 lb
Cd=1.00 Dead Load 0 lb 0 lb
Shear Stress: Fv= 265 psi Fv'= 265 psi Location 1 ft 4 ft
Cd=1.00
Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi TRAPEZOIDAL LOADS-CENTER SPAN
Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Load Number One Two
Comp.±to Grain: Fc--1-= 650 psi Fc-1'= 650 psi Left Live Load 900 plf 900 plf
Left Dead Load 0 plf 0 plf
Controlling Moment: 12781 ft-lb Right Live Load 900 plf 900 plf
5.0 Ft from left support of span 2(Center Span) Right Dead Load 0 plf 0 plf
Created by combining all dead loads and live loads on span(s)2 Load Start 0 ft 4 ft
Controlling Shear: -5113 lb Load End 1 ft 10 ft
At right support of span 2(Center Span) Load Length 1 ft 6 ft
Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Req'd Provided
Section Modulus: 63.91 in3 101.06 in3
Area(Shear): 28.94 in2 57.75 in2
Moment of Inertia(deflection): 371.41 in4 530.58 in4
Moment: 12781 ft-Ib 20213 ft-lb
Shear: 5113 lb 10203 lb