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BLUM2 T 0 S D E S I G N / A N A L Y S I S 343812
TPI -85 ANALYSIS Version 5.00B 11 -04 -1987
LOADING:
TOP CHORD LIVE LOAD 30.00 PSF TRUSS SPACING: 2.00 FT. CENTERS
I DEAD LOAD 10.00 PSF
BOT CHORD DEAD LOAD 10.00 PSF F REPETITIVE USED
•
TOTAL UNIFORM LOAD 50.00 PSF LOAD DURATION FACTOR 5%
LUMBERS: Fb Ft Fc \ MoE I A
TI 2X6 SPF MSR 1650F -1.5E 1'30 1620 1170 1.17;06 20.80 8.25
BI 2X4 SPF MSR 2100F -1.8E 2100 1575 1700 1.8E +06 5.35 5.25
W1 2X4 SPRUCE PINE FIR #3 /STUD 550 325 425 1.2E +06 5.35 5.25
W2 2X4 SPF MSR 1650F -1.5E 1650 1020 1320 1.5E +06 5.35 5.25
REACTIONS:
Joint Type Vert. Hor, Mom. Req.d Brg.
PIN 2410 5 . -3 3.83 In. ##
13 ROLLER 2410 0 0 3.83 In. ##
## BRG. SIZE INCREASED TO MEET DESIGN REQUIREMENTS
MEMBER ' FORCE ' AND ' CSI ' CALCULATIONS
MEMBER CODE L R AXIAL SHEAR MOMENT M /SF /AF CSI DEFL L/D LEN
1- 2 P 1 976 5751 .38 .11 .49 .000 20.0 9.2
2- 3 P 1 -2555 5751 .38 .22 .60 .000 11.0 8.5
3- 4 P 1 -2472 5301 .35 .22 .57 .000 11.0 8.5
4- 5 P 1 -2472 5301 .35 .22 .57 .000 11.0 8.5
5- 6 P 1 -2556 5751 .38 .22 .60 .000 11.0 8.5
6- 7 P 1 976 5751 .38 .11 .49 .000 20.0 9.2
7- 8 P 1 -901 882 .12 .11 .23 .000 18.6 3.7
8- 9 P 1 2227 2139 .28 .26 .54 .000 20.7 6.3
9 -10 P 1 2490 2641 .34 .29 .63 .000 32.2 9.4
10 -11 P 1 1984 2641 .34 .23 .57 .000 32.2 9.4
11-12 P 1 2489 2640 .34 .29 .63 .000 32.2 9.4
12 -13 P 1 2226 2138 .28 .26 .54 .000 20.7 6.3
13- 1 P 1 -901 882 . .12 .11 .23 .000 18.6 3.7
12- 2 P WI 327 - - .18 .18 -CLB 24.7 3,9
12- 3 P W1 -193 - - - .14 .14 1 -CLB 36.9 9.2
11- 3 P W1 -497 - - - .60 .60 0 -CLB 47.9 7.5
11- 4 P W1 705 - - - .39 .39 0-CLB 71.0 11.1
10- 4 P WI 705 - - - .39 .39 0 -CLB 71.0 11.1
10- 5 P WI -497 - - - .60 .60 0-CLB 47.9 7.5
9- 5 P W1 -193 - - - .14 .14 1 -CLB 36.9 9.2
9- 6 P W1 327 - - - .18 .18 0 -CLB 24.7 3.9
13- 2 P W2 -3887 - - - .69 .69 1 -CLB 23.8 5.9
8- 6 P W2 -3888 - - - .69, .69 1 -CLB 23.8 5.9
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BLUMI T D S D E S I G N / A N A L Y S I S 554012
TPI -85 ANALYSIS Version 5.006 11 -04 -1987
LOADING:
TOP CHORD LIVE LOAD 30.00 PSF TRUSS SPACING: 2.00 FT. CENTERS
DEAD LOAD 10.00 PSF
BOT CHORD DEAD LOAD 10.00 PSF F REPETITIVE USED
TOTAL UNIFORM LOAD 50.00 PSF LOAD DURATION FACTOR 5% .
LUMBERS: Fb Ft Fc MoE I A
I 2X6 SPF MSR 1650F -1.5E 1830 18•70 1'3'f0 1.3E706 20.80 8.25
B1 2X4 SPF MSR 2100F -1.8E 2100 1575 1700 1.8E +06 5.35 5.25
W1 2X4 SPRUCE PINE FIR #3 /STUD 550 325 425 1.2E +06 5.35 5.25
W2 2X4 SPF MSR 1650F -1.5E 1650 1020 1320 1.5E +06 5.35 5.25
REACTIONS:
Joint Type Vert. Hor, Mom. Req.d Brg.
- 8 PIN 2610 - 3 - . - 7 - 4.14 in. ##
13 ROLLER 2610 0 0 4.14 In. ##
## - BRG. SIZE INCREASED TO MEET DESIGN REQUIREMENTS
MEMBER ' FORCE ' AND ' CSI ' CALCULATIONS
MEMBER CODE LBR AXIAL SHEAR MOMENT M /SF /AF CSI DEFL L/D LEN
1- 2 P T1 1045 6730 .45 .12 .57 .000 21.6 9.9
2- 3 P T1 -3018 6730 .45 .26 .71 .000 11.0 9.2
3- 4 P T1 -2730 6243 .41 .24 .65 .000 11.0 9.2
4- 5 P T1 -2730 6244 .41 .24 .65 .000 11.0 9.2
5- 6 P T1 -3018 6730 .45 .26 .71 .000 11.0 9.2
6- 7 P T1 1045 6730 .45 .12 .57 .000 21.6 9.9
7- 8 P 61 -964 1806 .25 .17 .42 .000 26.6 3.7
8- 9 P B1 2586 2320 .30 .30 .60 .000 29.6 9.0
9 -10 P 81 2809 2412 .31 .32 .63 .000 30.7 9.0
10 -11 P B1 2227 2412 .31 .26 .57 .000 30.7 9.0
11 -12 P B1 2809 2412 .31 .32 .63 .000 30.7 9.0
12 -13 P 81 2587 2320 .30 .30 .60 .000 29.6 9.0
13- 1 P 81 -965 1806 .25 .17 .42 .000 26.6 3.7
•
12- 2 P W1 293 - - - .16 .16 -CLB 33.2 5.2
11- 3 P W1 -606 - - - .36 .36 1 -CLB 33.5 8.4
10- 5 P WI -606 - - - .36 .36 1 -CLB 33.5 8.4
9- 6 P W1 293 - - - .16 .16 0 -CLB 33.2 5.2
13- 2 P W2 -4334 - - - .93 .93 1 -CLB 26.6 6.6
8- 6 P W2 -4333 - - - .93 .93 1 -CLB 26.6 6.6
12- 3 P W2 -43 - - - .02 .02 1 -CLB 35.5 8.9
11- 4 P W2 769 - - - .14 .14 0 -CLB 75.4 11.8
10- 4 P W2 769 - - - .14 .14 0 -CLB 75.4 11.8
9- 5 P W2 -43 - - - .02 .02 1 -CLB 35.5 8.9
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BLUM3 T D S D E S I G N / A N A L Y S I S 143612
TPI - 85 ANALYSIS Version 5.00B 11 -04 -1987
LOADING:
TOP CHORD LIVE LOAD 30.00 PSF TRUSS SPACING: 2.00 FT. CENTERS
DEAD LOAD 10.00 PSF
BOT CHORD DEAD LOAD 10.00 PSF F REPETITIVE USED
TOTAL UNIFORM LOAD 50.00 PSF LOAD DURATION FACTOR 5%
LUMBERS:
TI 2X6 SPF MSR 1650E -1.5E 1br50 1'0 1170 1.5' 06 20.80 8.25
81 2X4 SPF MSR 2100F -1.8E 2100 1575 1700 1.8E +06 5.35 5.25
W1 2X4 SPRUCE PINE FIR #3 /STUD 550 325 425 1.2E +06 5.35 5.25
W2 2X4 SPF MSR 1650F -1.5E 1650 1020 1320 1.5E +06 5.35 5.25
REACTIONS:
Joint Ty Vert. Hor, Mom. Req.d Brg.
i 8 PIN 2010 -3 -- 3.50 in.
13 ROLLER 2010 0 0 3.50 In.
MEMBER ' FORCE ' AND ' CSI ' CALCULATIONS
MEMBER CODE L R AXIAL SHEAR MOMENT M /SF /AF CSI DEFL L/D LEN
1- 2 P 1 837 4022 .27 .09 .36 .000 6.9 7.7
2- 3 P 1 -1760 4022 .27 .15 .42 .000 1.0 7.0
3- 4 P 1 -1864 3647 .24 .16 .40 .000 1.0 7.0
4 5 P 1 -1864 3648 .24 .16 .40 .000 1.0 7.0
5- 6 P 1 -1760 4022 .27 .15 .42 .000 1.0 7.0
6- 7 P 1 837 4022 .27 .09 .36 .000 6.9 7.7
7- 8 P 1 -772 482 .06 .08 .14 .000 3.7 3.7
8- 9 P 1 1458 1472 .19 .17 .36 .000 5.3 4.7
9 -10 P 1 1858 1817 .24 .21 .45 .000 26.7 7.8
0 -11 P 1 1507 1817 .24 .17 .41 .000 26.7 7.8
1 -12 P 1 1858 1817 .24 .21 .45 .000 26.7 7.8
2 -13 P 1 1458 1471 .19 .17 .36 .000 15.3 4.7
3- 1 P 1 -772 482 .06 .08 .14 .000 13.7 3.7
2- 2 P WI 416 - - - .23 .23 -CLB 20.8 3.2
2- 3 P W1 -347 - - - .45 .45 -CLB 49.2 7.7
1- 3 P W1 -333 - - - .28 .28 -CLB 40.0 6.2
1- 4 P W1 505 - - - .28 .28 -CLB 59.2 9.2
0- 4 P W1 505 - - - .28 .28 -CLB 59.2 9.2
0- 5 P W1 -333 - - - .28 .28 -CLB 40.0 6.2
9- 5 P W1 -347 - - - .44 .44 -CLB 49.2 7.7
9- 6 P W1 416 - - - .23 .23 -CLB 20.8 3.2
13- 2 P W2 -2947 - - - .76 .76 -CLB 29.1 4.6
8- 6 P. W2 -2947 - - - .76 .76 -CLB 29.1 4.6
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