Grout Gap Retrofitting of large steel column

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description

IF GAP BETWEEN BASE PLATE & TOP OF PEDESTAL IS LARGE DUE TO CONSTRUCTION DEVIATION, THEN THIS TYPICAL CALCULATIONS FOR RETROFITTING OF SUCH LARGE BASE PLATES WITH SHEAR KEYS

Transcript of Grout Gap Retrofitting of large steel column

  • Gradeofconcrete 25 Mpa Permissiblebearingpressure 6.25 Mpa Pointofloadtransfer(hfrompedestaltop) 100 mm

    Gradeofsteel Fy500 Groutthickness 50 mm Permissibleshearinconcrete 0.3Permissibleshear 200 Mpa Permissibleshear 200 MPaPermissiblebendingstres 330 Mpa Reduscedbendingstress

    STRUCTURE

    COLUMNFDNMKD

    ShearKEYSHAPE

    sizeofpedestal

    LENGTH THICKNESSH(DEPTH

    INPEDESTAL)

    COVERDepthof

    keyNO.OFPLATES

    BEARINGDEPTH

    THICKNESSWidthofPLATE

    Actualembedmen

    t

    Bearingarea

    SHEARCAPACITY

    OFPLATES(T)

    PERMISSIBLE

    BENDINGSTRESS(Mpa)

    Z=bt/6M(Nmm)

    =fZ

    M(Nmm)=qLh

    (h/2+hg)q(N/mm) F(MT))

    TotalForce(MT)

    basedoncapacityoftheplate(T)

    basedonMOMENT(T)

    mm mm mm mm mm mm mm MT Mpa mm Nmm Nmm Mpa MT MT T T

    AB1 2300 1800 80 230 30 200 2 150 30 1740 87 261000 2088 158.4 270000 42768000 32625000 1.3 34.21 68.43 515.04 16.88

    AB2 2500 2000 120 280 30 250 1 200 60 1940 127 388000 2328 151.8 1200000 182160000 58200000 3.1 121.44 121.44 896.28 46.75

    AB3 2200 1700 130 310 30 250 3 230 60 1640 100 377200 5904 151.8 1020000 154836000 62238000 2.5 93.84 281.52 1283.48 61.20

    AB4 3000 2500 80 180 30 150 1 100 25 2440 95 244000 1220 158.4 260416.67 41250000 24400000 1.7 41.25 41.25 549.00 18.56

    AB5 2000 1500 140 310 30 300 3 230 80 1440 85 331200 6912 151.8 1600000 242880000 54648000 4.4 147.20 441.60 1051.83 67.20

    AB6 2000 1500 140 310 30 300 1 230 80 1440 85 331200 2304 151.8 1600000 242880000 54648000 4.4 147.20 147.20 350.61 22.40

    AB7 2500 2000 80 180 30 150 1 100 25 1940 85 194000 970 158.4 208333.33 33000000 19400000 1.7 33.00 33.00 339.50 11.55

    AB8NOSHEAR

    KEY1600

    AB9 2700 2200 140 310 30 280 3 230 75 2140 104 492200 9630 151.8 2062500 313087500 81213000 3.9 189.75 569.25 2260.96 133.65

    AB10 2200 1700 130 310 30 270 2 230 60 1640 120 377200 3936 151.8 1020000 154836000 62238000 2.5 93.84 187.68 1197.91 57.12

    AB11 2200 1700 130 310 30 270 2 230 60 1640 110 377200 3936 151.8 1020000 154836000 62238000 2.5 93.84 187.68 1026.78 48.96

    AB12 2400 1900 130 310 30 280 3 230 60 1840 105 423200 6624 151.8 1140000 173052000 69828000 2.5 104.88 314.64 1584.00 75.24

    AB13 2400 1900 130 310 30 280 1 230 60 1840 105 423200 2208 151.8 1140000 173052000 69828000 2.5 104.88 104.88 528.00 25.08

    AB14 3000 2500 80 180 30 150 1 100 25 2440 95 244000 1220 158.4 260416.67 41250000 24400000 1.7 41.25 41.25 549.00 18.56

    AB15 2200 1700 130 310 30 250 3 230 60 1640 129 377200 5904 151.8 1020000 154836000 62238000 2.5 93.84 281.52 2027.90 96.70

    AB16 2000 1500 140 310 30 300 3 230 70 1440 88 331200 6048 151.8 1225000 185955000 54648000 3.4 112.70 338.10 999.23 55.86

    AB17 2000 1500 140 310 30 300 1 230 70 1440 88 331200 2016 151.8 1225000 185955000 54648000 3.4 112.70 112.70 333.08 18.62

    AB18NOSHEAR

    KEY2100 1500

    AB19 2700 2200 140 230 30 280 3 150 75 2140 90 321000 9630 151.8 2062500 313087500 40125000 7.8 250.47 751.41 2568.00 200.38

    AB20 2700 2200 140 230 30 280 1 150 75 2140 90 321000 3210 151.8 2062500 313087500 40125000 7.8 250.47 250.47 856 66.792

    SIZEOFSHEARKEYOPENING(mm) PLATEDETAILSBALANCESHEAR(MT)