LA (10-30) Back to Back, Sub-Bracing Length & Stub Setting CalculationsX Y Z Angle C.G BM Ht adj BB H/V

TH 750 750 42950 80x6 21.7 40 1543.40025900 0.02034 WA - TH

WA 1250 1250 17050 175x15 48.5 65 2597.00010 17040 0.181925 BB - WA

BB 4350 4350 0 175x15 48.5 65 8797.000

a b c d e1000 20.33976834 1000.2068317 20.33976834 1000.4136206 WA - TH1000 181.92488263 1016.4136279 181.92488263 1032.5663784 BB - WA

Panel No Panel Ht B/B Ht adj BM B/B AT BL

WAI

ST T

O T

OP

HAM

MPE

R

1543.400 -35 45 1451.957601445 1500 1465 2134.951 e

1604.419305 0 45 1514.4006902 a c44 2440 2440 2948.664 d

1703.6773745 0 45 1613.6587597 b43 2440 2440 3003.403

1802.935444 0 45 1712.916829242 2440 2440 3060.42

1902.1935135 0 45 1812.174898741 2440 2440 3119.589

2001.451583 0 45 1911.432968240 2440 2440 3171.209

2100.7096525 0 60 1980.684832730 1700 1650 2653.999

2169.8648649 -50 60 2047.806068229 1700 1750 2771.089

2239.0200772 0 60 2118.995257428 1700 1700 2793.915

2308.1752896 0 60 2188.150469825 1700 1650 2813.534

2377.3305019 -50 65 2245.26963724 1750 1800 2956.6

2448.5196911 0 65 2318.49280323 1750 1750 2983.512

2519.7088803 0 65 2389.681992220 1700 1650 2973.501

2588.8640927 -50 75 2436.8301158

BASI

C BO

DY

TO W

AIST

2597.000 -60 75 2444.55922789 3140 3200 4484.108

3739.4882629 0 75 3587.02621878 4850 4850 6704.037

5504.1596244 0 75 5351.69758027 5950 5950 8880.204

7669.0657277 0 75 7516.60368356 3100 3100 8723.159

8797 0 75 8644.5379558

12m

BO

DY

EXTN

8797.000 0 75 86474 4000 4000 6533.05

10252.399061 0 75 10099.9370173 6000 6000 8705.04

12435.497653 0 75 12283.0356082 2000 2000 6865.585

13163.197183 0 75 13010.735139

6m B

OD

Y EX

TN 8797.000 0 75 86474 4000 4000 6533.05

10252.399061 0 75 10099.9370171 2000 2000 5832.89

10980.098592 0 75 10827.636547

L.L to G.L 500G.L to T.S 1340G.L to B.S 880T.S to T.T 513

Extn A B C D E F2000 9219.1 9524.7 9706.6 13037.8 10026.8 8981.64000 9946.8 10252.4 10434.3 14066.9 10754.5 9709.36000 10674.5 10980.1 11162 15096 11482.2 104378000 11402.2 11707.8 11889.7 16125.1 12209.9 11164.7

10000 12129.9 12435.5 12617.4 17154.3 12937.6 11892.412000 12857.6 13163.2 13345.1 18183.4 13665.3 12620.114000 13585.3 13890.9 14072.8 19212.5 14393 13347.8

Panel Ht @ BR

Bracing Length

16000 14313 14618.6 14800.5 20241.6 15120.7 14075.518000 15040.7 15346.3 15528.2 21270.8 15848.4 14803.220000 15768.4 16074 16255.9 22299.9 16576.1 15530.9

LA (10-30) Back to Back, Sub-Bracing Length & Stub Setting CalculationsX Y Z Angle C.G F/V Ht adj BB H/V

TH 750 750 42750 90x7 24.5 1 1549.00080 25780 0.024441 WA - TH

WA 1350 1350 17050 200x15 54.6 1 2809.20080 16970 0.17089 BB - WA

BB 4250 4250 0 200x15 54.6 1 8609.200

a b c d e 25787.69911000 24.441427463 1000.2986471 24.441427463 1000.597205 WA - TH 17216.00711000 170.88980554 1014.4965873 170.88980554 1028.7889245 BB - WA

Panel No Panel Ht B/B Ht adj BM B/B AT BL

WAI

ST T

O T

OP

HAM

MPE

R

1549.000 -35 45 1457.262221845 1500 1465 2143.323 e

1622.3242824 0 45 1532.2974042 a c44 2440 2440 2964.003 d

1741.5984484 0 45 1651.5715702 b43 2440 2440 3030.837

1860.8726144 0 45 1770.845736242 2440 2440 3100.873

1980.1467804 0 45 1890.119902241 2440 2440 3173.893

2099.4209465 0 45 2009.394068240 2440 2440 3239.768

2218.6951125 0 60 2098.659274830 1700 1650 2751.739

2301.7959659 -50 60 2179.315985529 1700 1750 2878.782

2384.8968192 0 60 2264.860981628 1700 1700 2915.53

2467.9976726 0 60 2347.96183525 1700 1650 2948.933

2551.098526 -50 65 2418.615559124 1750 1800 3100.637

2636.6435221 0 65 2506.60469823 1750 1750 3142.516

2722.1885182 0 65 2592.149694120 1700 1650 3148.534

2805.2893716 -50 75 2652.8452289

BASI

C BO

DY

TO W

AIST

2809.200 -80 75 2655.28937169 3070 3150 4557.335

3858.463406 0 75 3706.28891798 4850 4850 6741.533

5516.0945197 0 75 5363.92003167 5950 5950 8833.501

7549.6832057 0 75 7397.50871766 3100 3100 8578.318

8609.2 0 75 8457.0255119

12m

BO

DY

EXTN

8609.200 0 75 8459.24 4000 4000 6421.359

9976.3184443 0 75 9824.14395623 6000 6000 8553.186

12026.996111 0 75 11874.8216232 2000 2000 6648.867

12710.555333 0 75 12558.380845

6m B

OD

Y EX

TN 8609.200 0 75 8459.24 4000 4000 6421.359

9976.3184443 0 75 9824.14395621 2000 2000 5682.031

10659.877666 0 75 10507.703178

L.L to G.L 500G.L to T.S 1340G.L to B.S 880T.S to T.T 513

Extn A B C D E F2000 9005.7 9292.8 9463.6 12736 9764.4 8759.34000 9689.2 9976.3 10147.2 13702.6 10448 9442.96000 10372.8 10659.9 10830.8 14669.4 11131.5 10126.48000 11056.3 11343.4 11514.3 15636 11815.1 10810

10000 11739.9 12027 12197.9 16602.7 12498.7 11493.612000 12423.5 12710.6 12881.4 17569.5 13182.2 12177.114000 13107 13394.1 13565 18536.1 13865.8 12860.7

Panel Ht @ BR

Bracing Length

16000 13790.6 14077.7 14248.6 19502.9 14549.3 13544.218000 14474.1 14761.2 14932.1 20469.5 15232.9 14227.820000 15157.7 15444.8 15615.7 21436.2 15916.4 14911.4

LA (10-30) Back to Back, Sub-Bracing Length & Stub Setting CalculationsX Y Z Angle C.G F/V Ht adj BB H/V

TH 1000 1000 43150 100X8 27.4 1 2054.80080 26180 0.027861 WA - TH

WA 1700 1700 17050 200X20 56.8 1 3513.60080 16970 0.265174 BB - WA

BB 6200 6200 0 200X20 56.8 1 12513.600

a b c d e 26190.15891000 27.860962567 1000.3880413 27.860962567 1000.7759322 WA - TH 17556.50591000 265.17383618 1034.5613386 265.17383618 1068.0048346 BB - WA

Panel No Panel Ht B/B Ht adj BM B/B AT BL

WAI

ST T

O T

OP

HAM

MPE

R

2054.800 -30 50 1953.089538145 1500 1470 2529.033 e

2138.3828877 0 50 2038.3440836 a c44 2520 2520 3336.537 d

2278.802139 0 50 2178.7633349 b43 2520 2520 3428.344

2419.2213904 0 50 2319.182586242 2520 2520 3516.34

2559.6406417 0 60 2439.594076841 2520 2520 3607.309

2700.059893 0 60 2580.013328140 2520 2520 3707.733

2840.4791444 0 60 2720.432579430 1700 1650 3271.428

2935.2064171 -50 60 2812.373755929 1700 1750 3404.243

3029.9336898 0 60 2909.887124928 1700 1700 3461.389

3124.6609626 0 60 3004.614397625 1700 1650 3514.066

3219.3882353 -50 65 3086.551693724 1750 1800 3666.823

3316.9016043 0 65 3186.851158923 1750 1750 3728.863

3414.4149733 0 65 3284.364527920 1700 1650 3757.909

3509.142246 -50 75 3356.3561497

BASI

C BO

DY

TO W

AIST

3513.600 -80 75 3359.1422469 3070 3150 5341.259

5141.7673542 0 75 4986.58315348 4850 4850 8082.621

7713.9535651 0 75 7558.76936437 5950 5950 11066.74

10869.522216 0 75 10714.3380156 3100 3100 12023.88

12513.6 0 75 12358.415799

12m

BO

DY

EXTN

12513.600 0 75 12363.64 4000 4000 8388.812

14634.990689 0 75 14479.8064893 6000 6000 10844.31

17817.076724 0 75 17661.8925232 2000 2000 9637.236

18877.772068 0 75 18722.587868

6m B

OD

Y EX

TN 12513.600 0 75 12363.64 4000 4000 8388.812

14634.990689 0 75 14479.8064891 2000 2000 8091.024

15695.686034 0 75 15540.501833

L.L to G.L 500G.L to T.S 1340G.L to B.S 880T.S to T.T 520

Extn A B C D E F2000 13128.8 13574.3 13839.5 18566.9 14306.2 127824000 14189.5 14635 14900.2 20067 15366.9 13842.76000 15250.2 15695.7 15960.9 21567 16427.6 14903.48000 16310.9 16756.4 17021.6 23067.1 17488.3 15964.1

10000 17371.6 17817.1 18082.3 24567.2 18549 17024.812000 18432.3 18877.8 19142.9 26067.2 19609.7 18085.514000 19493 19938.5 20203.6 27567.3 20670.3 19146.2

Panel Ht @ BR

Bracing Length

16000 20553.7 20999.2 21264.3 29067.3 21731 20206.918000 21614.4 22059.9 22325 30567.4 22791.7 21267.620000 22675.1 23120.6 23385.7 32067.4 23852.4 22328.3