bolts for base plate

425mm Width 300mm Z Loading Data :- Shear force Fx = 15 kN Shear force Fz = 8 kN Axial force Fy 150.00 kN Moment My = 0 kN-m 300 X Moment Mx = 13.00 kN-m Moment Mz = 12.00 kN-m 425 Mz is the moment @ major axis and Mx is the moment @ minor axis. Now e = Mx = ### Fy Now L/6 0.050 m and L/3 = 0.100 m Case - I e < L/6 small eccentricity Case - II L/6<e<L/3 Medium eccentricity Case - II e > L/3 Large eccentricity 0 Distance of bolts from the end of the 50mm Width of the member along X-axis 300mm Width of the member along Z-axis 200mm Grade of the concrete to be M25 If wind or seismic load is a part of the loading in the design, the permis be increased by 33% for all steels and 25% for all Bolts. Assume the size of the base plate,Leng

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Excel sheet for design of Bolts for base plate

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DATAAssume the size of the base plate,Length =425.0Width =300.0Z550Loading Data :-Shear force Fx =15kNShear force Fz =8kNAxial force Fy =150.00kNMoment My =0kN-m300XMoment Mx =13.00kN-mMoment Mz =12.00kN-m425Mz is the moment @ major axis and Mx is the moment @ minor axis.Now e =Mx=0.08666666666666667FyNow L/6 =0.050m andL/3 =0.100mCase - Ie < L/6small eccentricityCase - IIL/6

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