baseplate biaxial mz

f:\5593\dsn\rrk\pr3C\306765537.xls j-23-MX RRK/ST 03/01/2016

DESIGN OF BASE PLATE & ANCHOR BOLT FOR L/6<e<L/2

Grid As-33 Node No. 43 LC 189LOAD DATA :-

Un Factored loads from Support Reactions Sum

Vertical Load Py = 1.00 0.00 1 kNFx = 17.04 17.04 kNFz = -62.37 -62.37 kN

Resultant Shear Hz = 64.66 64.658 kNMoment Mx = 45.81 -45.81 0 kN - m

DESIGN DATA :-COLUMN SIZE B1000X600 D = 600 mmBASE PLATE SIZE

Length L = 1200 mmBreadth B = 1600 mm

Thickness T = 63 mmAssume Size of Bolt 50 mm Assume Total Nos. of Bolt 4 Nos.Edge Dist. for Bolt ed = 200 mmCentre To Centre of Bolt s = 800 mm Ref. Figure

Projection of Plate From Column l' = 300 mm Ref. Figure

LOAD FACTOR 1

CONCRETE M25

Characteristic comp. strength fck = 25 N/mm² IS:456-1978 Table 2

Permissible stress in bending comp. 8.5 N/mm² IS:456-1978 Table 15

Permissible bearing stress 0.25fck 6.25 N/mm² IS:456-1978 cl. 33.4

Permissible bond in tension 0.9 N/mm² IS:456-1978 Table 15

m -Modulur Ratio 10.98

BOLTS:Permissible Tensile stress 120 N/mm² IS:800-1984 Table 8.1

DESIGN PARAMETERS :-

Support reaction

Piping load

=

cbc =b =

bd =

= 280/3cbc

tf =

M

PS

sed

ef

x

L

y

y/3

cP

t Pv

PC


From Vertical Equilibrium

1 Structural Steelwork

Connections by

Moment About Column centroid G.W.Owens & B.D.Cheal,

pg 170

2

Plane sections condition

L/2 -y+f 3 y

B B

K 1 =

K 2 =

K 3 = = K2 *(L/2+f) B

f = 400 mm

3.14 x 50²/4 x4x 0.8x½

= 3142

3.14 x 50²/4 x4x 0.8

= 6283Eccentricity e = 45814.000 mm

e>b/6 OKK1 = 135642.000

k2 = 5978229.060

k3 = 5978229060.3

Solving Cubical Equation by

Differential Method

Assume Y = 188.94 mm

188.94

188.94

As

- Area of Holding down Bolts.

Calculation 3 Unknowns Pt, y,

s

0.5 y c

B - Pt

- Pc

= 0.0

Pt f +( Pt + Pc ) (L/2 - y/3) -Pc *e =0.0

s / Es

c / E

c

liminating Pt

& c

from these equations

Here Pt =

s A

s

y3 + 3 ( e - L/2) y 2 + 6 m As (f +e) y - 6 m A

s (L/2 +f)(f+e) = 0

3 ( e - L/2)

6 m As (f +e)

- 6 m As

(L/2 +f)(f+e)

Net area Bolts for tension (Ats) =

mm2

Area of bolts for shear (Ass

) =

mm2

f(y) = y3+ K1 y2 + K2 y - K3 =0

f1(y) = 3y2+ 2 K1 y + K2

Y1

= y - f(y)/f1(y) =

Y2

= y1 - f(y1)/f1(y1) =


188.94

188.94

188.94

188.94

188.94

y = 188.94 mm f(y) = 0.0000

x = D/2 -y/3 = 537.021 mm

(x + f)

= 1.0E03X(537.0-45814.0)/(537.0+400.0)= 48320 N

48320 N

COMP. IN CONC.= 1.0 E03 +48320.0= 49320 N

CHECK FOR COMP. STRESS IN CONCRETEPv/(½*y*B)49320.0 /(½ x188.9X1600.0)

0.33 N/mm²

CHECK 0.33 < 6.3 SAFE

CHECK FOR TENSILE STRESS IN BOLTS:ft =

= 48320.00/3141.59= 15.38 N/mm²

CHECK 15.38 < 120 SAFE

Moment due to tension per bolt = (48320/2)*100/1000000= 2.42 kN.m

LENGTH OF BOLT:

= (48320/2)/(0.9X 22/7 X50)

170.83 mm

DESIGN OF BASE PLATE BETWEEN STIFFENERS

Base Plate is Stiffned by Gusset Plates

Projection of plate from column l = 300 mm

Y3

= y2 - f(y2)/f1(y2) =

Y4

= y3 - f(y3)/f1(y3) =

Y5

= y4 - f(y4)/f1(y4) =

Y6

= y5 - f(y5)/f1(y5) =

Y7

= y6 - f(y6)/f1(y6) =

Force in anchor bolts Pt

= -Pc

X (x - e)

Pt =

Pv = P

c + P

t

c =

c < b ?

Pt /A

ts

ft < tf ?

l = T/(bd * *

l =


PRESSURE AT FACE OF COLUMN = (0.33 X (188.94 - 300.0)) / 188.94= -0.19 MPa

y = 188.94l' =300.0

fc =0.33PR. AT THE FACE OF COLUMN=

-0.19

-0.19 0.52 0.52

+ + _PRESSURE DIAGRAMS

(THREE EDGES FIXED ONE EDGE FREE)

USING MOODY'S CHARTS

a = 250 mm b = 300 mm

a/b = 0.83

MOMENT = Coffi. x fc' x b² MOMENT @ COLUMN FACE M= M1 + M2 - M3

COFFI. MOMENT DUE TO DESIGNP1 P2 P3 MOMENT

COFFI. 0.205 0.205 0.038-3579.06 9594 1778.4 4236.54

Max design moment at column face = 4236.54 N.mm

CRITICAL DESIGN MOMENT 4237 N.mm

( 6 X4236.54)/( 0.66 x 250) = 12.41 mm

REQUIRED TH. FOR BASE PLATE = ((6 X M)/(0.66 X fy))0.5

tr =

p1 p2

p3

b

2aY

X


CHECK 12.41 < 63 SAFEtr < T


DESIGN OF BASE PLATE & ANCHOR BOLT FOR e<L/6LOAD DATA :-

Un Factored loads from Support ReactionsVertical Load Py = 3511.77 kN Node No. 43Moment Mx = -96.552 kN - m LC 168

Mz = -1301.754 kN - m

With Extra piping load Py = 3512.77 kNMx = 96.55 kN - mMz = 1301.75 kN - m

Max. comp. stress Pc/(L*B)+6Mx/(B*L²)+6Mz/(B²*L) 3512771 /(1200X1600)+6*96552000/(1600*1200²)+6*1301754000/(1200*1600²)= 4.62 N/mm² < 7.81 N/mm²

SAFE

Min. comp. stress Pc/(L*B)-6Mx/(B²*L)-6Mz/(B*L²) 3512771 /(1200X1600)-6*96552000/(1600*1200²)-6*1301754000/(1200*1600²)= -0.96 N/mm²

DESIGN OF BASE PLATE FOR FULL WIDTH

Moment due to tension in bolts = 48320*(300-200) LC 189= 4832000 N.mm

Projection of plate from column l' = 300 mm

DESIGN MOMENT @ COLUMN FACE = 4.62x1600x 300² / 2

332891569 N.mm

CRITICAL DESIGN MOMENT = 332891569 N.mm

Allowable bending stress = 151.8

Thickness of gusset plate = 16 mmHeight of gusset plate = 600 mmNo. of stiffener plates = 3

CG of gusset plate y = 105.17 mm

Ixx = 335892.60

Zxx = 6021.38

Bending stress = M/Zxx

= 55.28 < 151.8

cmax

=

cmin

=

N/mm2

cm4

cm3

b

N/mm2 N/mm2

y

1 2 3 4 5 6 7 8 9 10 11

Node L/C FX FY FZ MX MZ Py Fx Fz

1844 43 101 -5.897 4443.268 32.493 22.383 -185.24 4443.27 32.49 -5.90

1845 102 -3.609 4457.234 29.799 9.377 -193.59 4457.23 29.80 -3.61

1846 103 -6.463 4448.872 34.702 33.304 -181.52 4448.87 34.70 -6.46

1847 104 -5.589 4453.14 34.253 30.451 -185.55 4453.14 34.25 -5.59

1848 105 -4.132 4455.694 29.637 8.079 -191.96 4455.69 29.64 -4.13

1849 106 47.919 4437.411 29.421 8.255 -392.91 4437.41 29.42 47.92

1850 107 -55.137 4477.057 30.177 10.499 5.733 4477.06 30.18 -55.14

1851 108 45.065 4429.049 34.324 32.182 -380.84 4429.05 34.32 45.07

1852 109 -57.992 4468.695 35.08 34.426 17.805 4468.70 35.08 -57.99

1853 110 45.939 4433.317 33.875 29.329 -384.87 4433.32 33.88 45.94

1854 111 -57.117 4472.963 34.631 31.573 13.776 4472.96 34.63 -57.12

1855 112 47.397 4435.871 29.259 6.957 -391.28 4435.87 29.26 47.40

1856 113 -55.66 4475.517 30.015 9.201 7.366 4475.52 30.02 -55.66

1857 114 18.641 4259.607 31.497 18.371 -310.62 4259.61 31.50 18.64

1858 115 -84.415 4299.253 32.253 20.615 88.026 4299.25 32.25 -84.42

1859 116 0.408 4294.268 32.49 23.396 -266.84 4294.27 32.49 0.41

1860 117 -102.648 4333.913 33.246 25.64 131.803 4333.91 33.25 -102.65

1861 118 65.861 4292.7 27.999 1.538 -438.71 4292.70 28.00 65.86

1862 119 -37.196 4332.345 28.755 3.782 -40.067 4332.35 28.76 -37.20

1863 120 47.625 4327.352 28.992 6.564 -394.93 4327.35 28.99 47.63

1864 121 -55.432 4366.998 29.748 8.808 3.721 4367.00 29.75 -55.43

1865 122 17.915 4260.146 31.01 15.447 -305.74 4260.15 31.01 17.92

1866 123 -85.141 4299.792 31.766 17.691 92.904 4299.79 31.77 -85.14

1867 124 -0.318 4294.806 32.003 20.472 -261.97 4294.81 32.00 -0.32

1868 125 -103.374 4334.452 32.759 22.716 136.681 4334.45 32.76 -103.37

1869 126 66.939 4294.888 27.874 0.311 -445.99 4294.89 27.87 66.94

1870 127 -36.117 4334.534 28.63 2.555 -47.34 4334.53 28.63 -36.12

1871 128 48.703 4329.541 28.868 5.337 -402.2 4329.54 28.87 48.70

1872 129 -54.353 4369.186 29.624 7.581 -3.552 4369.19 29.62 -54.35

1873 130 95.756 4348.056 23.903 -16.69 -514.07 4348.06 23.90 95.76

1874 131 -7.301 4387.702 24.659 -14.446 -115.43 4387.70 24.66 -7.30

1875 132 75.442 4388.907 23.628 -17.781 -465.12 4388.91 23.63 75.44

1876 133 -27.615 4428.553 24.384 -15.537 -66.476 4428.55 24.38 -27.62

1877 134 87.776 4327.446 45.36 83.217 -483.85 4327.45 45.36 87.78

1878 135 -15.281 4367.092 46.116 85.461 -85.205 4367.09 46.12 -15.28

1879 136 67.461 4368.293 45.084 82.125 -434.9 4368.29 45.08 67.46

1880 137 -35.595 4407.939 45.84 84.369 -36.253 4407.94 45.84 -35.60

1881 138 93.776 4343.962 28.357 4.384 -506.03 4343.96 28.36 93.78

1882 139 -9.281 4383.608 29.112 6.628 -107.38 4383.61 29.11 -9.28

1883 140 73.462 4384.813 28.081 3.293 -457.08 4384.81 28.08 73.46

1884 141 -29.595 4424.458 28.837 5.537 -58.432 4424.46 28.84 -29.60

1885 142 90.107 4334.268 40.295 57.991 -494.29 4334.27 40.30 90.11

1886 143 -12.949 4373.914 41.051 60.235 -95.643 4373.91 41.05 -12.95

1887 144 69.793 4375.115 40.019 56.9 -445.34 4375.12 40.02 69.79

1888 145 -33.263 4414.761 40.775 59.144 -46.691 4414.76 40.78 -33.26

1889 146 3.201 2359.094 30.959 15.656 -226.67 2359.09 30.96 3.20

1890 147 -99.855 2398.739 31.715 17.9 171.979 2398.74 31.72 -99.86

1891 148 -15.032 2393.754 31.952 20.681 -182.89 2393.75 31.95 -15.03

1892 149 -118.088 2433.4 32.708 22.925 215.756 2433.40 32.71 -118.09

1893 150 65.837 2406.279 30.557 13.328 -458.57 2406.28 30.56 65.84

1894 151 -37.219 2445.924 31.313 15.572 -59.923 2445.92 31.31 -37.22

1895 152 47.601 2440.931 31.55 18.354 -414.78 2440.93 31.55 47.60

1896 153 -55.455 2480.577 32.306 20.598 -16.136 2480.58 32.31 -55.46

1897 154 86.597 2450.408 27.365 -0.189 -475.99 2450.41 27.37 86.60

1898 155 -16.46 2490.054 28.121 2.055 -77.341 2490.05 28.12 -16.46

1899 156 66.283 2491.259 27.089 -1.28 -427.04 2491.26 27.09 66.28

1900 157 -36.774 2530.904 27.845 0.964 -28.391 2530.90 27.85 -36.77

1901 158 81.471 2438.16 43.919 75.791 -457.84 2438.16 43.92 81.47

1902 159 -21.586 2477.806 44.675 78.035 -59.192 2477.81 44.68 -21.59

1903 160 61.157 2479.007 43.643 74.699 -408.89 2479.01 43.64 61.16

1904 161 -41.9 2518.653 44.399 76.943 -10.24 2518.65 44.40 -41.90

1905 162 213.09 3744.085 61.261 143.67 542.603 3744.09 61.26 213.09

1906 163 110.033 3783.731 62.017 145.914 941.249 3783.73 62.02 110.03

1907 164 213.121 3744.324 61.207 143.306 542.393 3744.32 61.21 213.12

1908 165 110.064 3783.969 61.963 145.55 941.039 3783.97 61.96 110.06

1909 166 -129.367 3511.532 7.149 -96.189 -1301.5 3511.53 7.15 -129.37

1910 167 -232.424 3551.178 7.905 -93.945 -902.9 3551.18 7.91 -232.42

1911 168 -129.336 3511.771 7.095 -96.552 -1301.8 3511.77 7.10 -129.34

1912 169 -232.393 3551.417 7.851 -94.308 -903.11 3551.42 7.85 -232.39

1913 170 75.459 3648.797 66.227 168.823 -215.99 3648.80 66.23 75.46

1914 171 -27.597 3688.442 66.983 171.067 182.658 3688.44 66.98 -27.60

1915 172 8.264 3606.821 2.183 -121.342 -542.95 3606.82 2.18 8.26

1916 173 -94.793 3646.467 2.939 -119.098 -144.31 3646.47 2.94 -94.79

1917 174 75.414 3648.874 66.192 168.554 -215.94 3648.87 66.19 75.41

1918 175 -27.643 3688.52 66.947 170.798 182.706 3688.52 66.95 -27.64

1919 176 8.371 3607.22 2.111 -121.799 -543.42 3607.22 2.11 8.37

1920 177 -94.685 3646.866 2.867 -119.555 -144.77 3646.87 2.87 -94.69

1921 178 76.125 3648.895 66.98 172.393 -221.28 3648.90 66.98 76.13

1922 179 -26.932 3688.54 67.736 174.637 177.37 3688.54 67.74 -26.93

1923 180 7.598 3606.723 1.429 -124.912 -537.67 3606.72 1.43 7.60

1924 181 -95.459 3646.369 2.185 -122.668 -139.02 3646.37 2.19 -95.46

1925 182 76.086 3649.109 66.938 172.086 -221.2 3649.11 66.94 76.09

1926 183 -26.971 3688.755 67.694 174.33 177.442 3688.76 67.69 -26.97

1927 184 7.699 3606.985 1.364 -125.331 -538.16 3606.99 1.36 7.70

1928 185 -95.358 3646.631 2.12 -123.087 -139.51 3646.63 2.12 -95.36

1929 186 139.893 2620.755 48.725 95.327 187.82 2620.76 48.73 139.89

1930 187 36.836 2660.401 49.481 97.571 586.466 2660.40 49.48 36.84

1931 188 88.364 2640.578 49.103 96.449 387.143 2640.58 49.10 88.36

1932 189 -62.372 2458.771 17.041 -45.814 -897.48 2458.77 17.04 -62.37

1933 190 -165.429 2498.417 17.797 -43.57 -498.83 2498.42 17.80 -165.43

1934 191 -113.901 2478.594 17.419 -44.692 -698.16 2478.59 17.42 -113.90

1935 192 60.868 2553.898 52.921 117.287 -244.84 2553.90 52.92 60.87

1936 193 -42.188 2593.544 53.677 119.531 153.803 2593.54 53.68 -42.19

1937 194 9.34 2573.721 53.299 118.409 -45.52 2573.72 53.30 9.34

1938 195 16.652 2525.628 12.845 -67.774 -464.82 2525.63 12.85 16.65

1939 196 -42.188 2593.544 53.677 119.531 153.803 2593.54 53.68 -42.19

1940 197 -34.876 2545.45 13.223 -66.652 -265.49 2545.45 13.22 -34.88

174.637 941.249

-125.331 -1301.8

12 13 14 189 e b/6 e>b/6

Hz Mz Factor ### 200 SAFE 0.3 6 SAFE 15 120 SAFE 12 63

33.02 185.24 1 101 101 ### 200 SAFE 0.2 6.25 SAFE 7 120 SAFE 9 63

30.02 193.59 1 102 102 9377 200 SAFE 0.1 6.25 SAFE 3 120 SAFE 6 63

35.30 181.52 1 103 103 ### 200 SAFE 0.2 6.25 SAFE 11 120 SAFE 11 63

34.71 185.55 1 104 104 ### 200 SAFE 0.2 6.25 SAFE 10 120 SAFE 10 63

29.92 191.96 1 105 105 8079 200 SAFE 0.1 6.25 SAFE 3 120 SAFE 5 63

56.23 392.91 1 106 106 8255 200 SAFE 0.1 6.25 SAFE 3 120 SAFE 5 63

62.85 5.73 1 107 107 ### 200 SAFE 0.1 6.25 SAFE 3 120 SAFE 6 63

56.65 380.84 1 108 108 ### 200 SAFE 0.2 6.25 SAFE 11 120 SAFE 10 63

67.78 17.81 1 109 109 ### 200 SAFE 0.3 6.25 SAFE 12 120 SAFE 11 63

57.08 384.87 1 110 110 ### 200 SAFE 0.2 6.25 SAFE 10 120 SAFE 10 63

66.80 13.78 1 111 111 ### 200 SAFE 0.2 6.25 SAFE 11 120 SAFE 10 63

55.70 391.28 1 112 112 6957 200 SAFE 0.1 6.25 SAFE 2 120 SAFE 5 63

63.24 7.37 1 113 113 9201 200 SAFE 0.1 6.25 SAFE 3 120 SAFE 6 63

36.60 310.62 1.25 114 114 ### 200 SAFE 0.1 7.81 SAFE 6 150 SAFE 8 63

90.37 88.03 1.25 115 115 ### 200 SAFE 0.2 7.81 SAFE 7 150 SAFE 9 63

32.49 266.84 1.25 116 116 ### 200 SAFE 0.2 7.81 SAFE 8 150 SAFE 9 63

107.90 131.80 1.25 117 117 ### 200 SAFE 0.2 7.81 SAFE 9 150 SAFE 9 63

71.57 438.71 1.25 118 118 1538 200 SAFE 0.0 7.81 SAFE 0 150 SAFE 2 63

47.01 40.07 1.25 119 119 3782 200 SAFE 0.0 7.81 SAFE 1 150 SAFE 4 63

55.76 394.93 1.25 120 120 6564 200 SAFE 0.1 7.81 SAFE 2 150 SAFE 5 63

62.91 3.72 1.25 121 121 8808 200 SAFE 0.1 7.81 SAFE 3 150 SAFE 5 63

35.81 305.74 1.25 122 122 ### 200 SAFE 0.1 7.81 SAFE 5 150 SAFE 7 63

90.87 92.90 1.25 123 123 ### 200 SAFE 0.1 7.81 SAFE 6 150 SAFE 8 63

32.00 261.97 1.25 124 124 ### 200 SAFE 0.2 7.81 SAFE 7 150 SAFE 9 63

108.44 136.68 1.25 125 125 ### 200 SAFE 0.2 7.81 SAFE 8 150 SAFE 9 63

72.51 445.99 1.25 126 126 311 200 SAFE 0.0 7.81 SAFE 0 150 SAFE 0 63

46.09 47.34 1.25 127 127 2555 200 SAFE 0.0 7.81 SAFE 1 150 SAFE 3 63

56.62 402.20 1.25 128 128 5337 200 SAFE 0.0 7.81 SAFE 2 150 SAFE 4 63

61.90 3.55 1.25 129 129 7581 200 SAFE 0.1 7.81 SAFE 2 150 SAFE 5 63

98.69 514.07 1.25 130 130 ### 200 SAFE 0.1 7.81 SAFE 5 150 SAFE 8 63

25.72 115.43 1.25 131 131 ### 200 SAFE 0.1 7.81 SAFE 5 150 SAFE 7 63

79.06 465.12 1.25 132 132 ### 200 SAFE 0.1 7.81 SAFE 6 150 SAFE 8 63

36.84 66.48 1.25 133 133 ### 200 SAFE 0.1 7.81 SAFE 5 150 SAFE 7 63

98.80 483.85 1.25 134 134 ### 200 SAFE 0.6 7.81 SAFE 28 150 SAFE 17 63

48.58 85.21 1.25 135 135 ### 200 SAFE 0.6 7.81 SAFE 29 150 SAFE 17 63

81.14 434.90 1.25 136 136 ### 200 SAFE 0.6 7.81 SAFE 28 150 SAFE 16 63

58.04 36.25 1.25 137 137 ### 200 SAFE 0.6 7.81 SAFE 28 150 SAFE 17 63

97.97 506.03 1.25 138 138 4384 200 SAFE 0.0 7.81 SAFE 1 150 SAFE 4 63

30.56 107.38 1.25 139 139 6628 200 SAFE 0.1 7.81 SAFE 2 150 SAFE 5 63

78.65 457.08 1.25 140 140 3293 200 SAFE 0.0 7.81 SAFE 1 150 SAFE 3 63

41.32 58.43 1.25 141 141 5537 200 SAFE 0.0 7.81 SAFE 2 150 SAFE 4 63

98.71 494.29 1.25 142 142 ### 200 SAFE 0.4 7.81 SAFE 20 150 SAFE 14 63

43.04 95.64 1.25 143 143 ### 200 SAFE 0.4 7.81 SAFE 20 150 SAFE 14 63

80.45 445.34 1.25 144 144 ### 200 SAFE 0.4 7.81 SAFE 19 150 SAFE 14 63

52.62 46.69 1.25 145 145 ### 200 SAFE 0.4 7.81 SAFE 20 150 SAFE 14 63

31.12 226.67 1 146 146 ### 200 SAFE 0.1 6.25 SAFE 5 120 SAFE 7 63

104.77 171.98 1 147 147 ### 200 SAFE 0.1 6.25 SAFE 6 120 SAFE 8 63

35.31 182.89 1 148 148 ### 200 SAFE 0.2 6.25 SAFE 7 120 SAFE 9 63

122.53 215.76 1 149 149 ### 200 SAFE 0.2 6.25 SAFE 8 120 SAFE 9 63

72.58 458.57 1 150 150 ### 200 SAFE 0.1 6.25 SAFE 4 120 SAFE 7 63

48.64 59.92 1 151 151 ### 200 SAFE 0.1 6.25 SAFE 5 120 SAFE 7 63

57.11 414.78 1 152 152 ### 200 SAFE 0.1 6.25 SAFE 6 120 SAFE 8 63

64.18 16.14 1 153 153 ### 200 SAFE 0.2 6.25 SAFE 7 120 SAFE 9 63

90.82 475.99 1 154 154 189 200 REVISE 0.0 6.25 SAFE 0 120 SAFE 0 63

32.58 77.34 1 155 155 2055 200 SAFE 0.0 6.25 SAFE 1 120 SAFE 2 63

71.60 427.04 1 156 156 1280 200 SAFE 0.0 6.25 SAFE 0 120 SAFE 2 63

46.13 28.39 1 157 157 964 200 SAFE 0.0 6.25 SAFE 0 120 SAFE 2 63

92.55 457.84 1 158 158 ### 200 SAFE 0.5 6.25 SAFE 26 120 SAFE 16 63

49.62 59.19 1 159 159 ### 200 SAFE 0.6 6.25 SAFE 26 120 SAFE 16 63

75.13 408.89 1 160 160 ### 200 SAFE 0.5 6.25 SAFE 25 120 SAFE 16 63

c

c,all

c<

c,allft

ft,all

ft<f

t,allT

req.T

prov.

61.05 10.24 1 161 161 ### 200 SAFE 0.6 6.25 SAFE 26 120 SAFE 16 63

221.72 542.60 1.25 162 162 ### 200 SAFE 1.0 7.81 SAFE 49 150 SAFE 22 63

126.31 941.25 1.25 163 163 ### 200 SAFE 1.0 7.81 SAFE 49 150 SAFE 22 63

221.74 542.39 1.25 164 164 ### 200 SAFE 1.0 7.81 SAFE 48 150 SAFE 22 63

126.31 941.04 1.25 165 165 ### 200 SAFE 1.0 7.81 SAFE 49 150 SAFE 22 63

129.56 1301.54 1.25 166 166 ### 200 SAFE 0.7 7.81 SAFE 32 150 SAFE 18 63

232.56 902.90 1.25 167 167 ### 200 SAFE 0.7 7.81 SAFE 32 150 SAFE 18 63

129.53 1301.75 1.25 168 168 ### 200 SAFE 0.7 7.81 SAFE 33 150 SAFE 18 63

232.53 903.11 1.25 169 169 ### 200 SAFE 0.7 7.81 SAFE 32 150 SAFE 18 63

100.40 215.99 1.25 170 170 ### 200 SAFE 1.2 7.81 SAFE 57 150 SAFE 24 63

72.45 182.66 1.25 171 171 ### 200 SAFE 1.2 7.81 SAFE 58 150 SAFE 24 63

8.55 542.95 1.25 172 172 ### 200 SAFE 0.9 7.81 SAFE 41 150 SAFE 20 63

94.84 144.31 1.25 173 173 ### 200 SAFE 0.9 7.81 SAFE 40 150 SAFE 20 63

100.34 215.94 1.25 174 174 ### 200 SAFE 1.2 7.81 SAFE 57 150 SAFE 24 63

72.43 182.71 1.25 175 175 ### 200 SAFE 1.2 7.81 SAFE 58 150 SAFE 24 63

8.63 543.42 1.25 176 176 ### 200 SAFE 0.9 7.81 SAFE 41 150 SAFE 20 63

94.73 144.77 1.25 177 177 ### 200 SAFE 0.9 7.81 SAFE 40 150 SAFE 20 63

101.40 221.28 1.25 178 178 ### 200 SAFE 1.2 7.81 SAFE 58 150 SAFE 24 63

72.89 177.37 1.25 179 179 ### 200 SAFE 1.2 7.81 SAFE 59 150 SAFE 24 63

7.73 537.67 1.25 180 180 ### 200 SAFE 0.9 7.81 SAFE 42 150 SAFE 20 63

95.48 139.02 1.25 181 181 ### 200 SAFE 0.9 7.81 SAFE 41 150 SAFE 20 63

101.34 221.20 1.25 182 182 ### 200 SAFE 1.2 7.81 SAFE 58 150 SAFE 24 63

72.87 177.44 1.25 183 183 ### 200 SAFE 1.2 7.81 SAFE 59 150 SAFE 24 63

7.82 538.16 1.25 184 184 ### 200 SAFE 0.9 7.81 SAFE 42 150 SAFE 20 63

95.38 139.51 1.25 185 185 ### 200 SAFE 0.9 7.81 SAFE 42 150 SAFE 20 63

148.14 187.82 1 186 186 ### 200 SAFE 0.7 6.25 SAFE 32 120 SAFE 18 63

61.69 586.47 1 187 187 ### 200 SAFE 0.7 6.25 SAFE 33 120 SAFE 18 63

101.09 387.14 1 188 188 ### 200 SAFE 0.7 6.25 SAFE 33 120 SAFE 18 63

64.66 897.48 1 189 189 ### 200 SAFE 0.3 6.25 SAFE 15 120 SAFE 12 63

166.38 498.83 1 190 190 ### 200 SAFE 0.3 6.25 SAFE 15 120 SAFE 12 63

115.23 698.16 1 191 191 ### 200 SAFE 0.3 6.25 SAFE 15 120 SAFE 12 63

80.66 244.84 1 192 192 ### 200 SAFE 0.8 6.25 SAFE 40 120 SAFE 20 63

68.27 153.80 1 193 193 ### 200 SAFE 0.9 6.25 SAFE 40 120 SAFE 20 63

54.11 45.52 1 194 194 ### 200 SAFE 0.8 6.25 SAFE 40 120 SAFE 20 63

21.03 464.82 1 195 195 ### 200 SAFE 0.5 6.25 SAFE 23 120 SAFE 15 63

68.27 153.80 1 196 196 ### 200 SAFE 0.9 6.25 SAFE 40 120 SAFE 20 63

37.30 265.49 1 197 197 ### 200 SAFE 0.5 6.25 SAFE 22 120 SAFE 15 63

97

0 0

Check Bolt length y y<L f(y) =0 Check Check for pure compression

SAFE SAFE 171 189 Large e 0 Large eccentri 1.9 55.3 SAFE

SAFE SAFE 82 190.76 Large e 0 Large eccentri 1.8 55.3 SAFE

























SAFE SAFE 0 881.09 NOTS 0 SAFE 1.8 55.3 SAFE




SAFE SAFE 61 192 Large e 0 Large eccentri 1.8 55 SAFE
























SAFE Pure comp. 0 1222 NOTS 0 pure comp. 1.8 55.3 SAFE







Treq.

<Tprov.

c,COMP,MAX

bc

<165






































2.2

97 96 1 98

0

Solving the equation of third degree Ref: Mark's Engineering Handbook (Page No. 2-4)

K1 135642K2 5978229.06029995K3 -5978229060.29995

y = y1-k1/3

A = 6.13E+009

B = -1.8E+014p = 2042313052.9799q = -92293103321447.7

FALSE Yy11 = 662.3910326062 298.39103

FALSE Yy12 = #VALUE! FALSE

= 45191.4645892347 FALSE

FALSE

TRUEu = 3.1335002853

Yy13 = 45402.9359123721 188.93591

= -90383.5868417711 -135597.59= 44980.650929399 -233.34907

188.94

Actual Y = 188.94 mm

3(k1/3)2-k2

-2(k1/3)3+k2(k1/3)-k3

Case 1, if q2-p3 positive

Case 2, if q2-p3 zero

Case 3, if q2-p3 negative

Ref: Mark's Engineering Handbook (Page No. 2-4)

f:\5593\dsn\rrk\pr3C\306765537.xls j-23-MZ RRK/ST 03/01/2016

DESIGN OF BASE PLATE & ANCHOR BOLT FOR L/6<e<L/2

Grid As-33 Node No. 43 LC 189LOAD DATA :-

Un Factored loads from Support Reactions Sum

Vertical Load Py = 2458.77 2458.77 0 kNFx = 17.04 17.04 kNFz = -62.37 -62.37 kN

Resultant Shear Hz = 64.66 64.658 kNMoment Mz = 897.48 -897.48 0 kN - m

DESIGN DATA :-COLUMN SIZE B1000X600 D = 1000 mmBASE PLATE SIZE

Length L = 1600 mmBreadth B = 1200 mm

Thickness T = 63 mmAssume Size of Bolt 50 mm Assume Total Nos. of Bolt 4 Nos.Edge Dist. for Bolt ed = 200 mmCentre To Centre of Bolt s = 1200 mm Ref. Figure

Projection of Plate From Column l' = 300 mm Ref. Figure

LOAD FACTOR 1

CONCRETE M25

Characteristic comp. strength fck = 25 N/mm² IS:456-1978 Table 2

Permissible stress in bending comp. 8.5 N/mm² IS:456-1978 Table 15

Permissible bearing stress 0.25fck 6.25 N/mm² IS:456-1978 cl. 33.4

Permissible bond in tension 0.9 N/mm² IS:456-1978 Table 15

m -Modulur Ratio 10.98

BOLTS:Permissible Tensile stress 120 N/mm² IS:800-1984 Table 8.1

DESIGN PARAMETERS :-

Support reaction

Piping load

=

cbc =b =

bd =

= 280/3cbc

tf =

M

PS

sed

ef

x

L

y

y/3

cP

t Pv

PC


From Vertical Equilibrium

1 Structural Steelwork

Connections by

Moment About Column centroid G.W.Owens & B.D.Cheal,

pg 170

2

Plane sections condition

L/2 -y+f 3 y

B B

K 1 =

K 2 =

K 3 = = K2 *(L/2+f) B

f = 600 mm

3.14 x 50²/4 x4x 0.8x½

= 3142

3.14 x 50²/4 x4x 0.8

= 6283Eccentricity e = 365.011 mm

e>b/6 OKK1 = -1304.968

k2 = 166444.676

k3 = 233022545.963

Solving Cubical Equation by

Differential Method

Assume Y = 1313.33 mm

1313.33

1313.33

As

- Area of Holding down Bolts.

Calculation 3 Unknowns Pt, y,

s

0.5 y c

B - Pt

- Pc

= 0.0

Pt f +( Pt + Pc ) (L/2 - y/3) -Pc *e =0.0

s / Es

c / E

c

liminating Pt

& c

from these equations

Here Pt =

s A

s

y3 + 3 ( e - L/2) y 2 + 6 m As (f +e) y - 6 m A

s (L/2 +f)(f+e) = 0

3 ( e - L/2)

6 m As (f +e)

- 6 m As

(L/2 +f)(f+e)

Net area Bolts for tension (Ats) =

mm2

Area of bolts for shear (Ass

) =

mm2

f(y) = y3+ K1 y2 + K2 y - K3 =0

f1(y) = 3y2+ 2 K1 y + K2

Y1

= y - f(y)/f1(y) =

Y2

= y1 - f(y1)/f1(y1) =


1313.33

1313.33

1313.33

1313.33

1313.33

y = 1313.33 mm f(y) = 0.0000

x = D/2 -y/3 = 362.223 mm

(x + f)

= 2458.8E03X(362.2-365.0)/(362.2+600.0)= 7124 N

COMP. IN CONC.= 2458.8 E03 +7124.0

= 2465895 N

CHECK FOR COMP. STRESS IN CONCRETEPv/(½*y*B)

2465895.0 /(½ x1313.3X1200.0)= 3.13 N/mm²

Comp. stress from minor axis = 0.33 N/mm²

Total compressive stress = 3.46 N/mm²

CHECK 3.46 < 6.3 SAFE

CHECK FOR TENSILE STRESS IN BOLTS:Tension due to Mx = 48320 N

Total tension 7124+48320.055444 N

ft == 55444.00/3141.59= 17.65 N/mm²


Moment due to tension per bolt = (55444/2)*100/1000000= 2.77 kN.m

LENGTH OF BOLT:

Y3

= y2 - f(y2)/f1(y2) =

Y4

= y3 - f(y3)/f1(y3) =

Y5

= y4 - f(y4)/f1(y4) =

Y6

= y5 - f(y5)/f1(y5) =

Y7

= y6 - f(y6)/f1(y6) =

Force in anchor bolts Pt

= -Pc

X (x - e)

Pv = P

c + P

t

c =

c < b ?

Pt =

Pt =

Pt /A

ts

ft < tf ?


= (55444/2)/(0.9X 22/7 X50)

196.01 mm

DESIGN OF BASE PLATE BETWEEN STIFFENERS

Base Plate is Stiffned by Gusset Plates

Projection of plate from column l = 300 mm

PRESSURE AT FACE OF COLUMN = (3.46 X (1313.33 - 300.0)) / 1313.33= 2.67 MPa

y = 1313.33l' =300.0

fc =3.46PR. AT THE FACE OF COLUMN=

2.67

2.67 0.79 0.79

+ + _PRESSURE DIAGRAMS

(THREE EDGES FIXED ONE EDGE FREE)

USING MOODY'S CHARTS

a = 150 mm b = 300 mm

a/b = 0.50

MOMENT = Coffi. x fc' x b² MOMENT @ COLUMN FACE M= M1 + M2 - M3

COFFI. MOMENT DUE TO DESIGNP1 P2 P3 MOMENT

COFFI. 0.0852 0.0852 0.015120470.82 6057.72 1073.61 25454.93

l = T/(bd * *

l =

p1 p2

p3

b

2aY

X


Max design moment at column face = 25454.93 N.mm

CRITICAL DESIGN MOMENT 25455 N.mm

( 6 X25454.93)/( 0.66 x 250) = 30.42 mm


REQUIRED TH. FOR BASE PLATE = ((6 X M)/(0.66 X fy))0.5

tr =

tr < T


DESIGN OF BASE PLATE & ANCHOR BOLT FOR e<L/6LOAD DATA :-

Un Factored loads from Support ReactionsVertical Load Py = 3511.77 kN Node No. 43Moment Mx = -96.55 kN - m LC 168

Mx = -1301.75 kN - m

Py = 3511.77 kNMx = 96.55 kN - mMz = 1301.75 kN - m

Max. comp. stress Pc/(L*B)+6Mz/(B*L²)+6Mx/(B²*L) 3511771 /(1600X1200)+6*1301754000/(1200*1600²)+6*96552000/(1600*1200²)= 4.62 N/mm² < 7.81

SAFE

Min. comp. stress Pc/(L*B)-6Mz/(B*L²)-6Mx/(B²*L) 3511771 /(1600X1200)-6*1301754000/(1200*1600²)-6*96552000/(1600*1200²)= -0.96 N/mm²

DESIGN OF BASE PLATE FOR FULL WIDTH

Moment due to tension in bolts = 55444*(300-200) LC 189= 5544400 N.mm

PROJECTION OF PLATE FROM COLUMN l' 300 mm

DESIGN MOMENT @ COLUMN FACE = 3.46x1200x 300² / 2

186840000 N.mm

CRITICAL DESIGN MOMENT = 186840000 N.mm

Allowable bending stress = 151.8

Thickness of gusset plate = 16 mmHeight of gusset plate = 600 mmNo. of stiffener plates = 5

CG of gusset plate y = 160.24 mm

Ixx = 469135.58

Zxx = 9331.16

Bending stress = M/Zxx

= 20.02 < 151.8

cmax

=

cmin

=

N/mm2

cm4

cm3

b

N/mm2 N/mm2

y

1 2 3 4 5 6 7 8 9 10 11

Node L/C FX FY FZ MX MZ Py Fx Fz

1844 43 101 -5.897 4443.268 32.493 22.383 -185.24 4443.27 32.49 -5.90

1845 102 -3.609 4457.234 29.799 9.377 -193.59 4457.23 29.80 -3.61

1846 103 -6.463 4448.872 34.702 33.304 -181.52 4448.87 34.70 -6.46

1847 104 -5.589 4453.14 34.253 30.451 -185.55 4453.14 34.25 -5.59

1848 105 -4.132 4455.694 29.637 8.079 -191.96 4455.69 29.64 -4.13

1849 106 47.919 4437.411 29.421 8.255 -392.91 4437.41 29.42 47.92

1850 107 -55.137 4477.057 30.177 10.499 5.733 4477.06 30.18 -55.14

1851 108 45.065 4429.049 34.324 32.182 -380.84 4429.05 34.32 45.07

1852 109 -57.992 4468.695 35.08 34.426 17.805 4468.70 35.08 -57.99

1853 110 45.939 4433.317 33.875 29.329 -384.87 4433.32 33.88 45.94

1854 111 -57.117 4472.963 34.631 31.573 13.776 4472.96 34.63 -57.12

1855 112 47.397 4435.871 29.259 6.957 -391.28 4435.87 29.26 47.40

1856 113 -55.66 4475.517 30.015 9.201 7.366 4475.52 30.02 -55.66

1857 114 18.641 4259.607 31.497 18.371 -310.62 4259.61 31.50 18.64

1858 115 -84.415 4299.253 32.253 20.615 88.026 4299.25 32.25 -84.42

1859 116 0.408 4294.268 32.49 23.396 -266.84 4294.27 32.49 0.41

1860 117 -102.648 4333.913 33.246 25.64 131.803 4333.91 33.25 -102.65

1861 118 65.861 4292.7 27.999 1.538 -438.71 4292.70 28.00 65.86

1862 119 -37.196 4332.345 28.755 3.782 -40.067 4332.35 28.76 -37.20

1863 120 47.625 4327.352 28.992 6.564 -394.93 4327.35 28.99 47.63

1864 121 -55.432 4366.998 29.748 8.808 3.721 4367.00 29.75 -55.43

1865 122 17.915 4260.146 31.01 15.447 -305.74 4260.15 31.01 17.92

1866 123 -85.141 4299.792 31.766 17.691 92.904 4299.79 31.77 -85.14

1867 124 -0.318 4294.806 32.003 20.472 -261.97 4294.81 32.00 -0.32

1868 125 -103.374 4334.452 32.759 22.716 136.681 4334.45 32.76 -103.37

1869 126 66.939 4294.888 27.874 0.311 -445.99 4294.89 27.87 66.94

1870 127 -36.117 4334.534 28.63 2.555 -47.34 4334.53 28.63 -36.12

1871 128 48.703 4329.541 28.868 5.337 -402.2 4329.54 28.87 48.70

1872 129 -54.353 4369.186 29.624 7.581 -3.552 4369.19 29.62 -54.35

1873 130 95.756 4348.056 23.903 -16.69 -514.07 4348.06 23.90 95.76

1874 131 -7.301 4387.702 24.659 -14.446 -115.43 4387.70 24.66 -7.30

1875 132 75.442 4388.907 23.628 -17.781 -465.12 4388.91 23.63 75.44

1876 133 -27.615 4428.553 24.384 -15.537 -66.476 4428.55 24.38 -27.62

1877 134 87.776 4327.446 45.36 83.217 -483.85 4327.45 45.36 87.78

1878 135 -15.281 4367.092 46.116 85.461 -85.205 4367.09 46.12 -15.28

1879 136 67.461 4368.293 45.084 82.125 -434.9 4368.29 45.08 67.46

1880 137 -35.595 4407.939 45.84 84.369 -36.253 4407.94 45.84 -35.60

1881 138 93.776 4343.962 28.357 4.384 -506.03 4343.96 28.36 93.78

1882 139 -9.281 4383.608 29.112 6.628 -107.38 4383.61 29.11 -9.28

1883 140 73.462 4384.813 28.081 3.293 -457.08 4384.81 28.08 73.46

1884 141 -29.595 4424.458 28.837 5.537 -58.432 4424.46 28.84 -29.60

1885 142 90.107 4334.268 40.295 57.991 -494.29 4334.27 40.30 90.11

1886 143 -12.949 4373.914 41.051 60.235 -95.643 4373.91 41.05 -12.95

1887 144 69.793 4375.115 40.019 56.9 -445.34 4375.12 40.02 69.79

1888 145 -33.263 4414.761 40.775 59.144 -46.691 4414.76 40.78 -33.26

1889 146 3.201 2359.094 30.959 15.656 -226.67 2359.09 30.96 3.20

1890 147 -99.855 2398.739 31.715 17.9 171.979 2398.74 31.72 -99.86

1891 148 -15.032 2393.754 31.952 20.681 -182.89 2393.75 31.95 -15.03

1892 149 -118.088 2433.4 32.708 22.925 215.756 2433.40 32.71 -118.09

1893 150 65.837 2406.279 30.557 13.328 -458.57 2406.28 30.56 65.84

1894 151 -37.219 2445.924 31.313 15.572 -59.923 2445.92 31.31 -37.22

1895 152 47.601 2440.931 31.55 18.354 -414.78 2440.93 31.55 47.60

1896 153 -55.455 2480.577 32.306 20.598 -16.136 2480.58 32.31 -55.46

1897 154 86.597 2450.408 27.365 -0.189 -475.99 2450.41 27.37 86.60

1898 155 -16.46 2490.054 28.121 2.055 -77.341 2490.05 28.12 -16.46

1899 156 66.283 2491.259 27.089 -1.28 -427.04 2491.26 27.09 66.28

1900 157 -36.774 2530.904 27.845 0.964 -28.391 2530.90 27.85 -36.77

1901 158 81.471 2438.16 43.919 75.791 -457.84 2438.16 43.92 81.47

1902 159 -21.586 2477.806 44.675 78.035 -59.192 2477.81 44.68 -21.59

1903 160 61.157 2479.007 43.643 74.699 -408.89 2479.01 43.64 61.16

1904 161 -41.9 2518.653 44.399 76.943 -10.24 2518.65 44.40 -41.90

1905 162 213.09 3744.085 61.261 143.67 542.603 3744.09 61.26 213.09

1906 163 110.033 3783.731 62.017 145.914 941.249 3783.73 62.02 110.03

1907 164 213.121 3744.324 61.207 143.306 542.393 3744.32 61.21 213.12

1908 165 110.064 3783.969 61.963 145.55 941.039 3783.97 61.96 110.06

1909 166 -129.367 3511.532 7.149 -96.189 -1301.5 3511.53 7.15 -129.37

1910 167 -232.424 3551.178 7.905 -93.945 -902.9 3551.18 7.91 -232.42

1911 168 -129.336 3511.771 7.095 -96.552 -1301.8 3511.77 7.10 -129.34

1912 169 -232.393 3551.417 7.851 -94.308 -903.11 3551.42 7.85 -232.39

1913 170 75.459 3648.797 66.227 168.823 -215.99 3648.80 66.23 75.46

1914 171 -27.597 3688.442 66.983 171.067 182.658 3688.44 66.98 -27.60

1915 172 8.264 3606.821 2.183 -121.342 -542.95 3606.82 2.18 8.26

1916 173 -94.793 3646.467 2.939 -119.098 -144.31 3646.47 2.94 -94.79

1917 174 75.414 3648.874 66.192 168.554 -215.94 3648.87 66.19 75.41

1918 175 -27.643 3688.52 66.947 170.798 182.706 3688.52 66.95 -27.64

1919 176 8.371 3607.22 2.111 -121.799 -543.42 3607.22 2.11 8.37

1920 177 -94.685 3646.866 2.867 -119.555 -144.77 3646.87 2.87 -94.69

1921 178 76.125 3648.895 66.98 172.393 -221.28 3648.90 66.98 76.13

1922 179 -26.932 3688.54 67.736 174.637 177.37 3688.54 67.74 -26.93

1923 180 7.598 3606.723 1.429 -124.912 -537.67 3606.72 1.43 7.60

1924 181 -95.459 3646.369 2.185 -122.668 -139.02 3646.37 2.19 -95.46

1925 182 76.086 3649.109 66.938 172.086 -221.2 3649.11 66.94 76.09

1926 183 -26.971 3688.755 67.694 174.33 177.442 3688.76 67.69 -26.97

1927 184 7.699 3606.985 1.364 -125.331 -538.16 3606.99 1.36 7.70

1928 185 -95.358 3646.631 2.12 -123.087 -139.51 3646.63 2.12 -95.36

1929 186 139.893 2620.755 48.725 95.327 187.82 2620.76 48.73 139.89

1930 187 36.836 2660.401 49.481 97.571 586.466 2660.40 49.48 36.84

1931 188 88.364 2640.578 49.103 96.449 387.143 2640.58 49.10 88.36

1932 189 -62.372 2458.771 17.041 -45.814 -897.48 2458.77 17.04 -62.37

1933 190 -165.429 2498.417 17.797 -43.57 -498.83 2498.42 17.80 -165.43

1934 191 -113.901 2478.594 17.419 -44.692 -698.16 2478.59 17.42 -113.90

1935 192 60.868 2553.898 52.921 117.287 -244.84 2553.90 52.92 60.87

1936 193 -42.188 2593.544 53.677 119.531 153.803 2593.54 53.68 -42.19

1937 194 9.34 2573.721 53.299 118.409 -45.52 2573.72 53.30 9.34

1938 195 16.652 2525.628 12.845 -67.774 -464.82 2525.63 12.85 16.65

1939 196 -42.188 2593.544 53.677 119.531 153.803 2593.54 53.68 -42.19

1940 197 -34.876 2545.45 13.223 -66.652 -265.49 2545.45 13.22 -34.88

12 13 14 189 e b/6 e>b/6

Hz Mz Factor 365 267 SAFE 3.5 6 SAFE 18 120 SAFE 30 63

33.02 185.24 1 101 101 42 267 REVISE 3.5 6.25 SAFE 21 120 SAFE 31 63

30.02 193.59 1 102 102 43 267 REVISE 3.4 6.25 SAFE 17 120 SAFE 30 63

35.30 181.52 1 103 103 41 267 REVISE 3.6 6.25 SAFE 25 120 SAFE 31 63

34.71 185.55 1 104 104 42 267 REVISE 3.5 6.25 SAFE 24 120 SAFE 31 63

29.92 191.96 1 105 105 43 267 REVISE 3.4 6.25 SAFE 16 120 SAFE 30 63

56.23 392.91 1 106 106 89 267 REVISE 3.6 6.25 SAFE 15 120 SAFE 31 63

62.85 5.73 1 107 107 1 267 REVISE 3.2 6.25 SAFE 17 120 SAFE 30 63

56.65 380.84 1 108 108 86 267 REVISE 3.7 6.25 SAFE 24 120 SAFE 32 63

67.78 17.81 1 109 109 4 267 REVISE 3.4 6.25 SAFE 25 120 SAFE 31 63

57.08 384.87 1 110 110 87 267 REVISE 3.7 6.25 SAFE 23 120 SAFE 32 63

66.80 13.78 1 111 111 3 267 REVISE 3.4 6.25 SAFE 25 120 SAFE 30 63

55.70 391.28 1 112 112 88 267 REVISE 3.6 6.25 SAFE 15 120 SAFE 31 63

63.24 7.37 1 113 113 2 267 REVISE 3.2 6.25 SAFE 17 120 SAFE 30 63

36.60 310.62 1.25 114 114 73 267 REVISE 3.4 7.81 SAFE 19 150 SAFE 31 63

90.37 88.03 1.25 115 115 20 267 REVISE 3.3 7.81 SAFE 20 150 SAFE 30 63

32.49 266.84 1.25 116 116 62 267 REVISE 3.5 7.81 SAFE 21 150 SAFE 31 63

107.90 131.80 1.25 117 117 30 267 REVISE 3.4 7.81 SAFE 22 150 SAFE 30 63

71.57 438.71 1.25 118 118 102 267 REVISE 3.5 7.81 SAFE 13 150 SAFE 31 63

47.01 40.07 1.25 119 119 9 267 REVISE 3.1 7.81 SAFE 15 150 SAFE 29 63

55.76 394.93 1.25 120 120 91 267 REVISE 3.5 7.81 SAFE 15 150 SAFE 31 63

62.91 3.72 1.25 121 121 1 267 REVISE 3.2 7.81 SAFE 17 150 SAFE 29 63

35.81 305.74 1.25 122 122 72 267 REVISE 3.4 7.81 SAFE 18 150 SAFE 30 63

90.87 92.90 1.25 123 123 22 267 REVISE 3.3 7.81 SAFE 19 150 SAFE 30 63

32.00 261.97 1.25 124 124 61 267 REVISE 3.4 7.81 SAFE 20 150 SAFE 31 63

108.44 136.68 1.25 125 125 32 267 REVISE 3.4 7.81 SAFE 21 150 SAFE 30 63

72.51 445.99 1.25 126 126 104 267 REVISE 3.5 7.81 SAFE 12 150 SAFE 31 63

46.09 47.34 1.25 127 127 11 267 REVISE 3.1 7.81 SAFE 14 150 SAFE 29 63

56.62 402.20 1.25 128 128 93 267 REVISE 3.5 7.81 SAFE 14 150 SAFE 31 63

61.90 3.55 1.25 129 129 1 267 REVISE 3.1 7.81 SAFE 16 150 SAFE 29 63

98.69 514.07 1.25 130 130 118 267 REVISE 3.7 7.81 SAFE 18 150 SAFE 32 63

25.72 115.43 1.25 131 131 26 267 REVISE 3.3 7.81 SAFE 18 150 SAFE 30 63

79.06 465.12 1.25 132 132 106 267 REVISE 3.7 7.81 SAFE 18 150 SAFE 32 63

36.84 66.48 1.25 133 133 15 267 REVISE 3.3 7.81 SAFE 19 150 SAFE 30 63

98.80 483.85 1.25 134 134 112 267 REVISE 4.2 7.81 SAFE 40 150 SAFE 34 63

48.58 85.21 1.25 135 135 20 267 REVISE 3.8 7.81 SAFE 42 150 SAFE 32 63

81.14 434.90 1.25 136 136 100 267 REVISE 4.1 7.81 SAFE 40 150 SAFE 33 63

58.04 36.25 1.25 137 137 8 267 REVISE 3.8 7.81 SAFE 42 150 SAFE 32 63

97.97 506.03 1.25 138 138 116 267 REVISE 3.6 7.81 SAFE 13 150 SAFE 31 63

30.56 107.38 1.25 139 139 24 267 REVISE 3.3 7.81 SAFE 16 150 SAFE 30 63

78.65 457.08 1.25 140 140 104 267 REVISE 3.6 7.81 SAFE 13 150 SAFE 31 63

41.32 58.43 1.25 141 141 13 267 REVISE 3.2 7.81 SAFE 15 150 SAFE 30 63

98.71 494.29 1.25 142 142 114 267 REVISE 4.0 7.81 SAFE 32 150 SAFE 33 63

43.04 95.64 1.25 143 143 22 267 REVISE 3.6 7.81 SAFE 34 150 SAFE 31 63

80.45 445.34 1.25 144 144 102 267 REVISE 4.0 7.81 SAFE 32 150 SAFE 33 63

52.62 46.69 1.25 145 145 11 267 REVISE 3.6 7.81 SAFE 34 150 SAFE 31 63

31.12 226.67 1 146 146 96 267 REVISE 2.0 6.25 SAFE 12 120 SAFE 23 63

104.77 171.98 1 147 147 72 267 REVISE 2.0 6.25 SAFE 13 120 SAFE 23 63

35.31 182.89 1 148 148 76 267 REVISE 2.0 6.25 SAFE 14 120 SAFE 23 63

122.53 215.76 1 149 149 89 267 REVISE 2.1 6.25 SAFE 15 120 SAFE 24 63

72.58 458.57 1 150 150 191 267 REVISE 2.3 6.25 SAFE 10 120 SAFE 25 63

48.64 59.92 1 151 151 24 267 REVISE 1.9 6.25 SAFE 13 120 SAFE 23 63

57.11 414.78 1 152 152 170 267 REVISE 2.3 6.25 SAFE 12 120 SAFE 25 63

64.18 16.14 1 153 153 7 267 REVISE 1.9 6.25 SAFE 15 120 SAFE 23 63

90.82 475.99 1 154 154 194 267 REVISE 2.3 6.25 SAFE 6 120 SAFE 25 63

32.58 77.34 1 155 155 31 267 REVISE 1.8 6.25 SAFE 8 120 SAFE 22 63

71.60 427.04 1 156 156 171 267 REVISE 2.3 6.25 SAFE 6 120 SAFE 25 63

46.13 28.39 1 157 157 11 267 REVISE 1.8 6.25 SAFE 8 120 SAFE 22 63

92.55 457.84 1 158 158 188 267 REVISE 2.8 6.25 SAFE 31 120 SAFE 27 63

49.62 59.19 1 159 159 24 267 REVISE 2.4 6.25 SAFE 34 120 SAFE 25 63

75.13 408.89 1 160 160 165 267 REVISE 2.7 6.25 SAFE 31 120 SAFE 27 63

c

c,all

c<

c,allft

ft,all

ft<f

t,allT

req.T

prov.

61.05 10.24 1 161 161 4 267 REVISE 2.3 6.25 SAFE 34 120 SAFE 25 63

221.72 542.60 1.25 162 162 145 267 REVISE 4.3 7.81 SAFE 58 150 SAFE 34 63

126.31 941.25 1.25 163 163 249 267 REVISE 4.9 7.81 SAFE 56 150 SAFE 36 63

221.74 542.39 1.25 164 164 145 267 REVISE 4.3 7.81 SAFE 58 150 SAFE 34 63

126.31 941.04 1.25 165 165 249 267 REVISE 4.9 7.81 SAFE 55 150 SAFE 36 63

129.56 1301.54 1.25 166 166 371 267 SAFE 5.2 7.81 SAFE 36 150 SAFE 37 63

232.56 902.90 1.25 167 167 254 267 REVISE 4.3 7.81 SAFE 37 150 SAFE 34 63

129.53 1301.75 1.25 168 168 371 267 SAFE 5.2 7.81 SAFE 37 150 SAFE 37 63

232.53 903.11 1.25 169 169 254 267 REVISE 4.3 7.81 SAFE 37 150 SAFE 34 63

100.40 215.99 1.25 170 170 59 267 REVISE 4.0 7.81 SAFE 68 150 SAFE 33 63

72.45 182.66 1.25 171 171 50 267 REVISE 4.0 7.81 SAFE 69 150 SAFE 33 63

8.55 542.95 1.25 172 172 151 267 REVISE 4.0 7.81 SAFE 50 150 SAFE 33 63

94.84 144.31 1.25 173 173 40 267 REVISE 3.6 7.81 SAFE 51 150 SAFE 31 63

100.34 215.94 1.25 174 174 59 267 REVISE 4.0 7.81 SAFE 68 150 SAFE 33 63

72.43 182.71 1.25 175 175 50 267 REVISE 4.0 7.81 SAFE 69 150 SAFE 33 63

8.63 543.42 1.25 176 176 151 267 REVISE 4.0 7.81 SAFE 50 150 SAFE 33 63

94.73 144.77 1.25 177 177 40 267 REVISE 3.6 7.81 SAFE 52 150 SAFE 31 63

101.40 221.28 1.25 178 178 61 267 REVISE 4.0 7.81 SAFE 69 150 SAFE 33 63

72.89 177.37 1.25 179 179 48 267 REVISE 4.0 7.81 SAFE 70 150 SAFE 33 63

7.73 537.67 1.25 180 180 149 267 REVISE 4.0 7.81 SAFE 52 150 SAFE 33 63

95.48 139.02 1.25 181 181 38 267 REVISE 3.6 7.81 SAFE 53 150 SAFE 31 63

101.34 221.20 1.25 182 182 61 267 REVISE 4.0 7.81 SAFE 69 150 SAFE 33 63

72.87 177.44 1.25 183 183 48 267 REVISE 4.0 7.81 SAFE 70 150 SAFE 33 63

7.82 538.16 1.25 184 184 149 267 REVISE 4.0 7.81 SAFE 52 150 SAFE 33 63

95.38 139.51 1.25 185 185 38 267 REVISE 3.6 7.81 SAFE 53 150 SAFE 31 63

148.14 187.82 1 186 186 72 267 REVISE 2.7 6.25 SAFE 40 120 SAFE 27 63

61.69 586.47 1 187 187 220 267 REVISE 3.3 6.25 SAFE 38 120 SAFE 30 63

101.09 387.14 1 188 188 147 267 REVISE 3.0 6.25 SAFE 39 120 SAFE 28 63

64.66 897.48 1 189 189 365 267 SAFE 3.5 6.25 SAFE 18 120 SAFE 30 63

166.38 498.83 1 190 190 200 267 REVISE 2.7 6.25 SAFE 20 120 SAFE 27 63

115.23 698.16 1 191 191 282 267 SAFE 3.0 6.25 SAFE 18 120 SAFE 28 63

80.66 244.84 1 192 192 96 267 REVISE 2.9 6.25 SAFE 47 120 SAFE 28 63

68.27 153.80 1 193 193 59 267 REVISE 2.8 6.25 SAFE 48 120 SAFE 28 63

54.11 45.52 1 194 194 18 267 REVISE 2.7 6.25 SAFE 48 120 SAFE 27 63

21.03 464.82 1 195 195 184 267 REVISE 2.8 6.25 SAFE 29 120 SAFE 28 63

68.27 153.80 1 196 196 59 267 REVISE 2.8 6.25 SAFE 48 120 SAFE 28 63

37.30 265.49 1 197 197 104 267 REVISE 2.5 6.25 SAFE 30 120 SAFE 26 63

5

0 0

Check Bolt length y y<L f(y) =0 Check Check for pure compression

SAFE SAFE 196 1313 NOTS 0 SAFE 3.2 20.02 SAFE





























































Treq.

<Tprov.

c,COMP,MAX

bc

<165






































4.6

5 0 5 98

0

baseplate biaxial mz

Documents