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4 column ISHB 350 at 661.2N/m carry axial comp factored load 1700kN design a suitable welded gusset base raised on m15 grade concrete Column1)ISNB 350 bf=250 tf=11.6 tw=8.3 2) factored load Pu=1700k
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b) bearing strength of concrete =0.6×fck =0.6×15=9mpa

M15-fck=15

Required-welded gusseted base

1) AP=pu0.6×15=1700×1030.6×15

Ap=183.89×103mm2

2) width of base plate(Bp)=350+2(16)

Bp=382mm

Assume gusset plate 16mm>tf

16mm>11.6 safe

overhange=4503822=34mm

Bp=350+2(16)+2(34)

Bp=450mm

3) Lb=ApBp=188.89×103450=419.76mm

Lp=430mm

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Step II. Thickness of base plate

Bmxx=wl22 L=50 w= puAD=1700×103450×436

W=8.885mpa

8.87<0.6×fck …

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