Specifications Project.GLOBAL HOUSING WALNUT PARCEL 2 "VE '-VP, StruCalc 9.0 page
Location: U 1 E I " —if
Multi-Loaded Multi-Span Beam of
[2000 International Residential Code(1997 NDS)] AUG 3 0 ZU18 • _
5.125 IN x 9.0 IN x 6.5 FT
24F-V4-Visually Graded Western Species-Dry Use CITY®f TICt .StruCalc Version 10.0.1.6 4/24/2018 11:41:30 AM
� )Section Adequate By: 114.6%
Q __ -o i ;
12
Controlling Factor:Moment e >UILDI C V1CIO+, � ��_ ,O � �'�1
9 lx l S i S��J W ��-t
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.08 IN L/1018
Dead Load 0.00 in
Total Load 0.08 IN L/1008
Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240
REACTIONS A B
Live Load 3186 lb 2239 lb
Dead Load 32 lb 32 lb
Total Load 3218 lb 2271 lb
Bearing Length 0.97 in 0.68 in
BEAM DATA Center
_ _--
Span Length 6.5 ft
Unbraced Length-Top 0 ft A 6.5 ft
B
Unbraced Length-Bottom 6.5 ft
Live Load Duration Factor 1.00
Camber Adj.Factor 1.5
Camber Required 0 UNIFORM LOADS Center
Notch Depth 0.00 Uniform Live Load 0 plf
Uniform Dead Load 0 plf
MATERIAL PROPERTIES Beam Self Weight 10 plf
24F-V4-Visually Graded Western Species Total Uniform Load 10 plf
Base Values Adjusted POINT LOADS-CENTER SPAN
Bending Stress: Fb= 2400 psi Controlled by: Load Number One
Fb_cmpr= 1850 psi Fb'= 2400 psi Live Load 2100 lb
Cd=1.00 Dead Load 0 lb
Shear Stress: Fv= 265 psi Fv'= 265 psi Location 3 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--L= 650 psi Fc--L'= 650 psi Left Live Load 700 plf 700 plf
Left Dead Load 0 plf 0 plf
Controlling Moment: 6449 ft-lb Right Live Load 700 plf 0 plf
2.99 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 3 ft
Controlling Shear: 3218 lb Load End 3 ft 6.5 ft
At left support of span 2(Center Span) Load Length 3 ft 3.5 ft
Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Req'd Provided
Section Modulus: 32.25 in3 69.19 in3
Area(Shear): 18.22 in2 46.13 in2
Moment of Inertia(deflection): 110.14 in4 311.34 in4
Moment: 6449 ft-lb 13838 ft-lb
Shear: 3218 lb 8149 lb
StruCalc 9.0 page
Project:-GLOBAL HOUSING WALNUT PARCEL 2
Location: U-2
Multi-Loaded Multi-Span Beam : � of
[2000 International Residential Code(1997 NDS)]
5.125 IN x 9.0 IN x 8.5 FT
24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:41:30 AM
Section Adequate By:59.1%
Controlling Factor: Deflection
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.18 IN L/573
Dead Load 0.00 in
Total Load 0.18 IN L/566
Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240
REACTIONS A
Live Load 3613 lb 3613 lb
Dead Load 42 lb 42 lb
Total Load 3655 lb 3655 lb
Bearing Length 1.10 in 1.10 in
BEAM DATA Center
Span Length 8.5 ft
Unbraced Length-Top 0 ft A 8.5 ft
Unbraced Length-Bottom 8.5 ft B
Live Load Duration Factor 1.00
Camber Adj.Factor 1.5 UNIFORM LOADS Center
Camber Required 0 Uniform Live Load 850 plf
Notch Depth 0.00 Uniform Dead Load 0 plf
MATERIAL PROPERTIES Beam Self Weight 10 plf
24F-V4-Visually Graded Western Species Total Uniform Load 860 plf
Base Values Adjusted
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.L to Grain: Fc- = 650 psi Fc--- = 650 psi
Controlling Moment: 7767 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: 3655 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: 38.83 in3 69.19 in3
Area(Shear): 20.69 in2 46.13 in2
Moment of Inertia(deflection): 195.72 in4 311.34 in4
Moment: 7767 ft-lb 13838 ft-lb
Shear: 3655 lb 8149 lb
Project GLOBAL HOUSING WALNUT PARCEL 2 StruCalc 9.0 page
—
Location: U-3
2dE" -
Multi-Loaded Multi-Span Beam of
[2000 International Residential Code(1997 NDS)]
5.5 IN x 9.5IN x 5.5 FT
#2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:41:31 AM
Section Adequate By:35.5%
Controlling Factor:Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.04 IN L/1477 •
Dead Load 0.00 in
Total Load 0.05 IN L/1462
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240
REACTIONS A
Live Load 2747 lb 2828 lb
Dead Load 31 lb 31 lb
Total Load 2778 lb 2859 lb
Bearing Length 0.81 in 0.83 in
BEAM DATA Center w
Span Length 5.5 ft
Unbraced Length-Top 0 ft A 5.5 ft •
-
Unbraced Length-Bottom 5.5 ft
Live Load Duration Factor 1.00
Notch Depth 0.00 UNIFORM LOADS Center
MATERIAL PROPERTIES Uniform Live Load 850 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 861 plf
Cd=1.00 CF=1.00 POINT LOADS-CENTER SPAN
Shear Stress: Fv= 170 psi Fv'= 170 psi Load Number One
Cd=1.00 —
Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Live Load 900 lb
Min.Mod.of Elasticity: E_min= 470 ksi E_min'= 470 ksi Dead Load 0 Ib
Com 1 to Grain: Fc--L= 625 Location 3 ft
Comp. psi Fc- L'= 625 psi
Controlling Moment: 4451 ft-lb
2.97 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: -2860 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: 61.04 in3 82.73 in3
Area(Shear): 25.23 in2 52.25 in2
Moment of Inertia(deflection): 95.76 in4 392.96 in4
Moment: 4451 ft-lb 6032 ft-lb
Shear: -2860 lb 5922 lb
Project:GLOBAL HOUSING WALNUT PARCEL 2 StruCalc 9.0 page
Location:M-3
Multi-Loaded Multi-Span Beam of
[2000 International Residential Code(1997 NDS)]
3.5 IN x 11.875 IN x 7.5 FT
2.0E Parallam-iLevel Trus Joist StruCalc Version 10.0.1.6 4/24/2018 11:41:31 AM
Section Adequate By: 126.0%
Controlling Factor:Shear
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.07 IN L/1321
Dead Load 0.00 in
Total Load 0.07 IN L/1303
Live Load Deflection Criteria:L/360 Total Load Deflection Criteria: L/240
REACTIONS A
Live Load 3506 lb 3506 lb
Dead Load 49 lb 49 lb
Total Load 3555 lb 3555 lb
Bearing Length 1.35 in 1.35 in
BEAM DATA Center
Span Length 7.5 ftUnbraced Length-Top 0 ft A — -7.5--
Unbraced Length-Bottom 7.5 ft
Live Load Duration Factor 1.00
Notch Depth 0.00 UNIFORM LOADS Center
MATERIAL PROPERTIES Uniform Live Load 935 plf
2.0E Parallam-iLevel Trus Joist Uniform Dead Load 0 plf
Base Values Adjusted Beam Self Weight 13 plf
Bending Stress: Fb= 2900 psi Fb'= 2903 psi Total Uniform Load 948 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---= 750 psi Fc- = 750 psi
Controlling Moment: 6666 ft-lb
3.75 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: -3555 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: 27.55 in3 82.26 in3
Area(Shear): 18.39 in2 41.56 in2
Moment of Inertia(deflection): 133.11 in4 488.41 in4
Moment: 6666 ft-lb 19902 ft-lb
Shear: -3555 lb 8035 lb
Project GLOBAL HOUSING WALNUT PARCEL 2 StruCalc 9.0 page
-
Location:M-6 =�,,
Multi-Loaded Multi-Span Beam 'r "" of
[2000 International Residential Code(1997 NDS)]
3.5 INx11.875INx4.0FT
2.0E Parallam-iLevel Trus Joist StruCalc Version 10.0.1.6 4/24/2018 11:41:31 AM
Section Adequate By:872.8%
Controlling Factor:Shear
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.00 IN L/MAX
Dead Load 0.00 in
Total Load 0.00 IN L/MAX
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240
REACTIONS A
Live Load 800 lb 800 lb
Dead Load 26 lb 26 lb
Total Load 826 lb 826 lb
Bearing Length 0.31 in 0.31 in
w
BEAM DATA Center
Span Length 4 ft
Unbraced Length-Top 0 ft A 4n
Unbraced Length-Bottom 4 ft
Live Load Duration Factor 1.00
Notch Depth 0.00 UNIFORM LOADS Center
MATERIAL PROPERTIES Uniform Live Load 400 plf
2.0E Parallam-iLevel Trus Joist Uniform Dead Load 0 plf
Base Values Adiusted Beam Self Weight 13 plf
Bending Stress: Fb= 2900 psi Fb'= 2903 psi Total Uniform Load 413 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. I-to Grain: Fc-L= 750 psi Fc- = 750 psi
Controlling Moment: 826 ft-lb
2.0 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: -826 lb
At right 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: 3.41 in3 82.26 in3
Area(Shear): 4.27 in2 41.56 in2
Moment of Inertia(deflection): 8.64 in4 488.41 in4
Moment: 826 ft-lb 19902 ft-lb
Shear: -826 lb 8035 lb
Project.GLOBAL HOUSING WALNUT PARCEL 2 StruCalc 9.0 page
Location:M-7 = /
Multi-Loaded Multi-Span Beam
SW*.
a„ of
[2000 International Residential Code(1997 NDS)] $ ' '
3.5 IN x 11.875 IN x 5.0 FT
2.0E Parallam-'Level Trus Joist StruCalc Version 10.0.1.6 4/24/2018 11:41:32 AM
Section Adequate By:552.0%
Controlling Factor:Shear
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.01 IN L/8684
Dead Load 0.00 in
Total Load 0.01 IN L/8456
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240
REACTIONS A
Live Load 1200 lb 1200 lb
Dead Load 32 lb 32 lb
Total Load 1232 lb 1232 lb
Bearing Length 0.47 in 0.47 in
BEAM DATA Center
Span Length 5 ft
-------
Unbraced Length-Top 0 ft A —5 n =B
Unbraced Length-Bottom 5 ft
Live Load Duration Factor 1.00
Notch Depth 0.00 UNIFORM LOADS Center
MATERIAL PROPERTIES Uniform Live Load 480 plf
2.0E Parallam-iLevel Trus Joist Uniform Dead Load 0 plf
Base Values Adiusted Beam Self Weight 13 plf
Bending Stress: Fb= 2900 psi Fb'= 2903 psi Total Uniform Load 493 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--I-= 750 psi Fc--- = 750 psi
Controlling Moment: 1541 ft-lb
2.5 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: -1232 lb
At right 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: 6.37 in3 82.26 in3
Area(Shear): 6.37 in2 41.56 in2
Moment of Inertia(deflection): 20.25 in4 488.41 in4
Moment: 1541 ft-lb 19902 ft-lb
Shear: -1232 lb 8035 lb
Project'GLOBAL HOUSING WALNUT PARCEL 2 StruCalc 9.0 page
.Location:m-8
Multi-Loaded Multi-Span Beam of
[2000 International Residential Code(1997 NDS)]
5.25 IN x 14.0 IN x 22.0 FT
2.0E Parallam-iLevel Trus Joist StruCalc Version 10.0.1.6 4/24/2018 11:41:32 AM
Section Adequate By:33.6%
Controlling Factor: Deflection
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.55 IN L/481
Dead Load 0.05 in
Total Load 0.60 IN L/441
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240
REACTIONS A
Live Load 2750 lb 2750 lb
Dead Load 253 lb 253 lb
Total Load 3003 lb 3003 lb
Bearing Length 0.76 in 0.76 in
BEAM DATA Center
Span Length 22 ft -- -- - -- - -
Unbraced Length-Top O ft A 22 ft B
Unbraced Length-Bottom 22 ft
Live Load Duration Factor 1.00
Notch Depth 0.00 UNIFORM LOADS Center
MATERIAL PROPERTIES Uniform Live Load 250 plf
2.0E Parallam-iLevel Trus Joist Uniform Dead Load 0 plf
Base Values Adiusted Beam Self Weight 23 plf
Bending Stress: Fb= 2900 psi Fb'= 2851 psi ' Total Uniform Load 273 plf
Cd=1.00 CF=0.98
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-- = 750 psi Fc = 750 psi
Controlling Moment: 16515 ft-lb
11.0 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: -3003 lb
At right 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: 69.52 in3 171.5 in3
Area(Shear): 15.53 in2 73.5 in2
Moment of Inertia(deflection): 898.28 in4 1200.5 in4
Moment: 16515 ft-lb 40742 ft-lb
Shear: -3003 lb 14210 lb
StruCalc 9.0 page
Project GLOBAL HOUSING WALNUT PARCEL 20; -- /
-
Location:GT-1 FOR LOADING ONLY DO NOT INSTALL AS A BEAM sritalt
Multi-Loaded Multi-Span Beam of
[2000 International Residential Code(1997 NDS)]
5.5 INx12.0INx12.5FT
24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:41:32 AM
Section Adequate By:22.1%
Controlling Factor:Deflection
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.34 IN L/440
Dead Load 0.01 in
Total Load 0.35 IN L/433
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240
1
REACTIONS A B
Live Load 5918 lb 3458 lb
Dead Load 89 lb 89 lb
Total Load 6007 lb 3547 lb
Bearing Length 1.68 in 0.99 in
BEAM DATA Center
Span Length 12.5 ft _—
Unbraced Length-Top 0 ft A 12.5 n
Unbraced Length-Bottom 12.5 ft B
Live Load Duration Factor 1.00
Camber Adj. Factor 1 UNIFORM LOADS Center
Camber Required 0.01 Uniform Live Load 150 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 164 plf
Base Values Adjusted POINT LOADS-CENTER SPAN
Bending Stress: Fb= 2400 psi Controlled by: Load Number One
Fb_cmpr= 1850 psi Fb'= 2400 psi Live Load 3000 Ib
Cd=1.00
Shear Stress: Fv= 265 psi Fv'= 265 psi Dead Load 0 lb
Cd=1.00 Location 6 ft
Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi TRAPEZOIDAL LOADS-CENTER SPAN
Comp.-1-to Grain: Fc-1= 650 psi Fc--L'= 650 psi Load Number One
Left Live Load 750 plf
Controlling Moment: 19584 ft-lb Left Dead Load 0 plf
6.0 Ft from left support of span 2(Center Span) Right Live Load 750 plf
Created by combining all dead loads and live loads on span(s)2 Right Dead Load 0 plf
Controlling Shear: 6007 lb Load Start ' 0 ft
At left support of span 2(Center Span) Load End 6 ft
Created by combining all dead loads and live loads on span(s)2 Load Length 6 ft
Comparisons with required sections: Req'd Provided
Section Modulus: 97.92 in3 132 in3
Area(Shear): 34 in2 66 in2
Moment of Inertia(deflection): 648.7 in4 792 in4
Moment: 19584 ft-lb 26400 ft-lb
Shear: 6007 lb 11660 lb
Project..GLOBAL HOUSING WALNUT PARCEL 2 StruCalc 9.0 page
Location:GT-3 FOR LOADING ONLY DON'T INSTALL AS A BEAM
Multi-Loaded Multi-Span Beam ttfi. of
[2000 International Residential Code(1997 NDS)] ""
6.75 IN x 16.5IN x 23.0 FT
24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:41:33 AM
Section Adequate By:5.8%
Controlling Factor:Deflection
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.64 IN U433
Dead Load 0.45 in
Total Load 1.09 IN L/254
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240
REACTIONS A
Live Load 4618 lb 5532 lb
Dead Load 3728 lb 3728 lb
Total Load 8346 lb 9260 lb
Bearing Length 1.90 in 2.11 in
w
BEAM DATA Center
Span Length 23 ft -- -- - - -
Unbraced Length-Top 0 ft A 23 ft
Unbraced Length-Bottom 23 ft
Live Load Duration Factor 1.00
Camber Adj. Factor 1 UNIFORM LOADS Center
Camber Required 0.45 Uniform Live Load 350 plf
Notch Depth 0.00 Uniform Dead Load 300 plf
MATERIAL PROPERTIES Beam Self Weight 24 plf
24F-V4-Visually Graded Western Species Total Uniform Load 674 plf
Base Values Adjusted POINT LOADS-CENTER SPAN
Bending Stress: Fb= 2400 psi Controlled by: Load Number One
Fb_cmpr= 1850 psi Fb'= 2241 psi Live Load 2100 lb
Cd=1.00 Cv=0.93
Shear Stress: Fv= 265 psi Fv'= 265 psi Dead Load 0 lb
Cd=1.00 Location 16.5 ft
Modulus of Elasticity: E= 1800 ksi E= 1800 ksi
Comp.-to Grain: Fc-- = 650 psi Fc--- = 650 psi
Controlling Moment: 51663 ft-lb
12.42 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: -9259 lb
At right 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: 276.63 in3 306.28 in3
Area(Shear): 52.41 in2 111.38 in2
Moment of Inertia(deflection): 2387.39 in4 2526.82 in4
Moment: 51663 ft-lb 57202 ft-lb
Shear: -9259 lb 19676 lb
Project GLOBAL HOUSING WALNUT PARCEL 2 _ g StruCalc 9.0 page
. Location:M-2 e
iuummim.Im
Multi-Loaded Multi-Span Beam
of
[2000 International Residential Code(1997 NDS)] '-
5.25 IN x 11.875 IN x 10.5 FT
2.0E Parallam-iLevel Trus Joist StruCalc Version 10.0.1.6 4/24/2018 11:41:33 AM
Section Adequate By: 13.2%
Controlling Factor: Deflection
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.31 IN L/408
Dead Load 0.00 in
Total Load 0.31 IN L/403
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240
REACTIONS A B 3
Live Load 6578 lb 9175 lb 1 2
Dead Load 102 lb 102 lb
Total Load 6680 lb 9277 lb
Bearing Length 1.70 in 2.36 in
BEAM DATA Center
Span Length 10.5 ft
Unbraced Length-Top 0 ft A 10.5 n �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 650 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 669 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 1500 lb 1500 lb 2778 lb
Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 0 lb 0 lb 0 lb
Comp.1-to Grain: Fc-1= 750 psi Fc-1-'= 750 psi Location 3.5 ft 5.5 ft 7 ft
Controlling Moment: 23613 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN
5.57 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 900 plf
Controlling Shear: -9278 lb Left Dead Load 0 plf
10.0 Ft from left support of span 2(Center Span) Right Live Load 900 plf
Created by combining all dead loads and live loads on span(s)2 Right Dead Load 0 plf
Load Start 7 ft
Comparisons with required sections: Req'd Provided Load End 10.5 ft
Section Modulus: 97.59 in3 123.39 in3 Load Length 3.5 ft
Area(Shear): 47.99 in2 62.34 in2
Moment of Inertia(deflection): 647.16 in4 732.62 in4
Moment: 23613 ft-lb 29854 ft-lb
Shear: -9278 lb 12053 lb
Project GLOBAL HOUSING WALNUT PARCEL 2 StruCalc 9.0 page
Location:NX-1 /
Multi-Loaded Multi-Span Beam ��" of
[2000 International Residential Code(1997 NDS)]
5.25 IN x 11.875 IN x 8.5 FT
2.0E Parallam-iLevel Trus Joist StruCalc Version 10.0.1.6 4/24/2018 11:41:34 AM
Section Adequate By: 105.6%
Controlling Factor:Shear
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.04 IN L/2349
Dead Load 0.02 in
Total Load 0.06 IN L/1672
Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240
REACTIONS A
Live Load 4930 lb 4930 lb
1
Dead Load 933 lb 933 lb 2
Total Load 5863 lb 5863 lb
Bearing Length 1.49 in 1.49 in
BEAM DATA Center
— —
Span Length 8.5 ft -- -- -- -- –Unbraced Length-Top O ft A 8.5 ft- B
Unbraced Length-Bottom 8.5 ft
Live Load Duration Factor 1.00
Notch Depth 0.00
UNIFORM LOADS Center
MATERIAL PROPERTIES Uniform Live Load 300 plf
2.0E Parallam-iLevel Trus Joist Uniform Dead Load 200 plf
Base Values Adjusted Beam Self Weight 19 plf
Bending Stress: Fb= 2900 psi Fb'= 2903 psi Total Uniform Load 519 plf
Cd=1.00 CF=1.00 POINT LOADS-CENTER SPAN
Shear Stress: Fv= 290 psi Fv'= 290 psi Load Number One Two
Cd=1.00 Live Load 3655 lb 3655 lb
Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 0 lb 0 lb
Comp.L to Grain: Fc- = 750 psi Fc-1'= 750 psi Location 0.5 ft 8 ft
Controlling Moment: 6519 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: 5863 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: 26.94 in3 123.39 in3
Area(Shear): 30.32 in2 62.34 in2
Moment of Inertia(deflection): 112.26 in4 732.62 in4
Moment: 6519 ft-lb 29854 ft-lb
Shear: 5863 lb 12053 lb
Project GLOBAL HOUSING WALNUT PARCEL 2 StruCalc 9.0 ease
.Location:M-1 Walt- /
Multi-Loaded Multi-Span Beam
of
(2000 International Residential Code(1997 NDS)]
5.125 IN x 16.5IN x 16.5 FT
24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:41:34 AM
Section Adequate By:34.8%
Controlling Factor: Deflection
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.41 IN L/485
Dead Load 0.04 in
Total Load 0.45 IN L/443
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240
REACTIONS A B 2
Live Load 7919 lb 9256 lb 1
Dead Load 545 lb 545 lb
Total Load 8464 lb 9801 lb
Bearing Length 2.54 in 2.94 in
BEAM DATA Center
Span Length 16.5 ft -
Unbraced Length-Top O ft A 16.5 n B
Unbraced Length-Bottom 16.5 ft
Live Load Duration Factor 1.00
Camber Adj. Factor 1.5 UNIFORM LOADS Center
Camber Required 0.06 Uniform Live Load 250 plf
Notch Depth 0.00 Uniform Dead Load 0 plf
MATERIAL PROPERTIES Beam Self Weight 18 plf
24F-V4-Visually Graded Western Species Total Uniform Load 268 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'= 2382 psi Live Load 3000 lb 3000 lb 2100 lb
Cd=1.00 Cv=0.99 Dead Load 0 lb 0 lb 0 lb
Shear Stress: Fv= 265 psi Fv'= 265 psi Location 3 ft 13.5 ft 13.5 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 Three
Comp.-I-to Grain: Fc-L= 650 psi Fc-1'= 650 psi Left Live Load 650 plf 650 plf 100 plf
Left Dead Load 0 plf 0 plf 75 plf
Controlling Moment: 29533 ft-lb Right Live Load 650 plf 650 plf 100 plf
9.07 Ft from left support of span 2(Center Span) Right Dead Load 0 plf 0 plf 75 plf
Created by combining all dead loads and live loads on span(s)2 Load Start 0 ft 13.5 ft 3 ft
Controlling Shear: -9801 lb Load End 3 ft 16.5 ft 13.5 ft
16.0 Ft from left support of span 2(Center Span) Load Length 3 ft 3 ft 10.5 ft
Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Redd Provided
Section Modulus: 148.81 in3 232.55 in3
Area(Shear): 55.48 in2 84.56 in2
Moment of Inertia(deflection): 1423.19 in4 1918.51 in4
Moment: 29533 ft-lb 46151 ft-lb
Shear: -9801 lb 14939 lb
Project'GLOBAL HOUSING WALNUT PARCEL 2
-„i.
> StruCalc 9.0 page
*:.
.Location:U-4
Multi-Loaded Multi-Span Beam of
[2000 International Residential Code(1997 NDS)] ;
3.5 INx9.0INx3.5FT
24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:41:34 AM
Section Adequate By: 123.9%
Controlling Factor:Shear
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.01 IN L/3123
Dead Load 0.00 in
Total Load 0.01 IN L/3109
Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240
1
REACTIONS A B
Live Load 2137 lb 2473 lb
Dead Load 12 lb 12 lb
Total Load 2149 lb 2485 lb
Bearing Length 0.94 in 1.09 inIIIIIMIIIIIIIIIIIIIIP
BEAM DATA Center
Span Length 3.5 ft
Unbraced Length-Top O ft A 3.5 n B
Unbraced Length-Bottom 3.5 ft
Live Load Duration Factor 1.00
Camber Adj. Factor 1
Camber Required 0 UNIFORM LOADS Center
Notch Depth 0.00 Uniform Live Load 150 plf
Uniform Dead Load 0 plf
MATERIAL PROPERTIES Beam Self Weight 7 plf
24F-V4-Visually Graded Western Species Total Uniform Load 157 plf
Base Values Adjusted POINT LOADS-CENTER SPAN
Bending Stress: Fb= 2400 psi Controlled by: Load Number One
Fb_cmpr= 1850 psi Fb'= 2400 psi Live Load 2010 lb
Cd=1.00 Dead Load 0 lb
Shear Stress: Fv= 265 psi Fv'= 265 psi Location 2.5 ft
Cd=1.00
Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi TRAPEZOIDAL LOADS-CENTER SPAN
Comp.-1-to Grain: Fc--L= 650 psi Fc-1'= 650 psi Load Number One Two
Left Live Load 150 plf 800 plf
Controlling Moment: 2413 ft-lb Left Dead Load 0 plf 0 plf
2.24 Ft from left support of span 2(Center Span) Right Live Load 0 plf 800 plf
Created by combining all dead loads and live loads on span(s)2 Right Dead Load 0 plf 0 plf
Controlling Shear: -2485 lb Load Start 2.5 ft 0 ft
4.0 Ft from left support of span 2(Center Span) Load End 3.5 ft 2.5 ft
Created by combining all dead loads and live loads on span(s)2 Load Length 1 ft 2.5 ft
Comparisons with required sections: Req'd Provided
Section Modulus: 12.06 in3 47.25 in3
Area(Shear): 14.07 in2 31.5 int
Moment of Inertia(deflection): 24.51 in4 212.63 in4
Moment: 2413 ft-lb 9450 ft-lb
Shear: -2485 lb 5565 lb
Project'GLOBAL HOUSING WALNUT PARCEL 2 StruCalc 9.0
page
Location:P-2 ,
Multi-Loaded Multi-Span Beam of
[2000 International Residential Code(1997 NDS)] :rte
3.5 IN x 12.0 IN x 10.5 FT
24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:41:35 AM
Section Adequate By: 111.1%
Controlling Factor: Deflection
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.17 IN L/760
Dead Load 0.00 in
Total Load 0.17 IN L/748
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240
REACTIONS A
Live Load 2888 lb 2888 lb
Dead Load 48 lb 48 lb
Total Load 2936 lb 2936 lb
Bearing Length 1.29 in 1.29 in
BEAM DATA Center
Span Length 10.5 ft
Unbraced Length-Top O ft A 10.5 ft B
Unbraced Length-Bottom 10.5 ft
Live Load Duration Factor 1.00
Camber Adj. Factor 1 UNIFORM LOADS Center
Camber Required 0
Notch Depth 0.00 Uniform Live Load 550 plf
Uniform Dead Load 0 plf
MATERIAL PROPERTIES Beam Self Weight 9 plf
24F-V4-Visually Graded Western Species Total Uniform Load 559 plf
Base Values Adjusted
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
Comp. L to Grain: Fc-L= 650 psi Fc--L'= 650 psi
Controlling Moment: 7705 ft-lb
5.25 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: -2935 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
Comparisons with required sections: Req'd Provided
Section Modulus: 38.53 in3 84 in3
Area(Shear): 16.61 in2 42 in2
Moment of Inertia(deflection): 238.72 in4 504 in4
Moment: 7705 ft-lb 16800 ft-lb
Shear: -2935 lb 7420 lb
Project.GLOBAL HOUSING WALNUT PARCEL 2 StruCalc 9.0 page
Location:p-3
Multi-Loaded Multi-Span Beam .- of
[2000 International Residential Code(1997 NDS)] -at --->>
3.5 INx12.0INx8.5FT
24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:41:35 AM
Section Adequate By:212.3%
Controlling Factor:Shear
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.07 IN L/1433
Dead Load 0.00 in
Total Load 0.07 IN L/1409
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240
REACTIONS A
Live Load 2338 lb 2338 lb
Dead Load 39 lb 39 lb
Total Load 2377 lb 2377 lb
Bearing Length 1.04 in 1.04 in
w
BEAM DATA Center
Span Length 8.5 ft — --
Unbraced Length-Top 0 ft A - 8.5ft �B
Unbraced Length-Bottom 8.5 ft
Live Load Duration Factor 1.00
Camber Adj.Factor 1
Camber Required 0 UNIFORM LOADS Center
Uniform Live Load 550 plf
Notch Depth 0.00 Uniform Dead Load 0 plf
MATERIAL PROPERTIES Beam Self Weight 9 plf
24F-V4-Visually Graded Western Species Total Uniform Load 559 plf
Base Values Adjusted
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
Comp.1 to Grain: Fc-1= 650 psi Fc---'= 650 psi
Controlling Moment: 5049 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: -2376 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: 25.25 in3 84 in3
Area(Shear): 13.45 in2 42 in2
Moment of Inertia(deflection): 126.64 in4 504 in4
Moment: 5049 ft-lb 16800 ft-lb
Shear: -2376 lb 7420 lb
Project:GLOBAL HOUSING WALNUT PARCEL 2 StruCalc 9.0 page
Location:M-4 5#[' LE
Multi-Loaded Multi-Span Beam __ of
[2000 International Residential Code(1997 NDS)]
5.25 IN x 18.0 IN x 17.5 FT
2.0E Parallam-iLevel Trus Joist StruCalc Version 10.0.1.6 4/24/2018 11:41:36 AM
Section Adequate By:50.9%
Controlling Factor:Deflection
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.39 IN L/543
Dead Load 0.01 in
Total Load 0.40 IN L/527
Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240
REACTIONS A
Live Load 8181 lb 8181 lb
Dead Load 258 lb 258 lb
Total Load 8439 lb 8439 lb
Bearing Length 2.14 in 2.14 in
BEAM DATA Center
Span Length 17.5 ft
Unbraced Length-Top 0 ft A 17.5 ft
Unbraced Length-Bottom 17.5 ft
Live Load Duration Factor 1.00
Notch Depth 0.00 UNIFORM LOADS Center
MATERIAL PROPERTIES Uniform Live Load 935 plf
2.0E Parallam-iLevel Trus Joist Uniform Dead Load 0 plf
Base Values Adiusted Beam Self Weight 30 plf
Bending Stress: Fb= 2900 psi Fb'= 2772 psi Total Uniform Load 965 plf
Cd=1.00 CF=0.96
Shear Stress: Fv= 290 psi Fv'= 290 psi
Cd=1.00
Modulus of Elasticity: E= 2000 ksi E= 2000 ksi
Comp.1-to Grain: Fc-- = 750 psi Fc---'= 750 psi
Controlling Moment: 36923 ft-lb
8.75 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: 8440 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: 159.83 in3 283.5 in3
Area(Shear): 43.65 in2 94.5 in2
Moment of Inertia(deflection): 1690.95 in4 2551.5 in4
Moment: 36923 ft-lb 65494 ft-lb
Shear: 8440 lb 18270 lb
Project:GLOBAL HOUSING WALNUT PARCEL 2 I-—
StruCalc 9.0 page
r
Location:M-5 C
Multi-Loaded Multi-Span Beam .'� of
[2000 International Residential Code(1997 NDS)] N.".
5.125 IN x 10.5 IN x 10.0 FT
24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:41:36 AM
Section Adequate By:44.8%
Controlling Factor:Shear
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.18 IN L/684
Dead Load 0.00 in
Total Load 0.18 IN L/672
Live Load Deflection Criteria:Li360 Total Load Deflection Criteria:L/240
i
REACTIONS A B
Live Load 2480 lb 6507 lb
Dead Load 58 lb 58 lb
Total Load 2538 lb 6565 lb
Bearing Length 0.76 in 1.97 in IIIIIIIIMIIIIIIIIIIII
BEAM DATA Center
Span Length 10 ft
Unbraced Length-Top 0 ft A 10 ft /1/B Unbraced Length-Bottom 10 ft
Live Load Duration Factor 1.00
Camber Adj. Factor 1.5
Camber Required 0 UNIFORM LOADS Center
Notch Depth 0.00 Uniform Live Load 350 plf
Uniform Dead Load 0 plf
MATERIAL PROPERTIES Beam Self Weight 12 plf
24F-V4-Visually Graded Western Species Total Uniform Load 362 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 4250 lb
Cd—=1.00 Dead Load 0 lb
Shear Stress: Fv= 265 psi Fv'= 265 psi Location 8.5 ft
Cd=1.00
Modulus of Elasticity: i TRAPEZOIDAL LOADS-CENTER SPAN
E= 1800 ksi E'= 1800 ksi
Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Load Number One
Comp.1-to Grain: Fc-1-= 650 psi Fc-L'= 650 psi Left Live Load 825 plf
Left Dead Load 0 plf
Controlling Moment: 8910 ft-lb Right Live Load 825 plf
7.0 Ft from left support of span 2(Center Span) Right Dead Load 0 plf
Created by combining all dead loads and live loads on span(s)2 Load Start 8.5 ft
Controlling Shear: -6566 lb Load End 10 ft
At right support of span 2 Span) Load Length 1.5 ft
(Center p an
Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Req'd Provided
Section Modulus: 44.55 in3 94.17 in3
Area(Shear): 37.16 in2 53.81 in2
Moment of Inertia(deflection): 260.34 in4 494.4 in4
Moment: 8910 ft-lb 18834 ft-lb
Shear: -6566 lb 9507 lb