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  • Users: Vivek19
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  1. Vivek19

    Tank Foundation Uplift Force

    Hi, I am in need to design the Foundation for a API Tank. The Uplift force calculated for that tank is too heavy.The details as follows. 1. Empty Load = 11,000 kg 2. Test Load = 95,750 kg 3. uplift = 119,000 kg 4. Tank Dia = 4.5 m 5. Tank Height = 5.2m And I was informed that , the...
  2. Vivek19

    Torsion due to lateral load in the Steel beam Top flange

    Hi, I have a doubt in the Steel Piperack design. The pipes are resting over the Top flage of the beam & the Lateral Load is perpendicular to the steel beam. Since it is in the Top flange , It will create the torsion to that beam. One of my Colleague says , To take care of this issue, we need...
  3. Vivek19

    Slotted Hole Conncection

    Hi, I am in need to connect a new steel structure to an Existing steel structure with a beam. But the beam hast to transfer only the Gravity Force not the Lateral force. I have to choose the slooted hole connection. But I am not aware of the Slotted hole connection in both the lateral...

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