List of Contributions

Dear Er Mandeep Singh I think Er Neeraj Agrawal has given the right answer to your question of which code or document to refer. He has also given proper quotes from the latest version of the ACI 318, which I think is the only code that gives provisions for anchor bolts. These provisions were largely ...

Check this paper: https://www.pci.org/PCI_Docs/Publications/PCI%20Journal/2005/March-April/Pryout%20Capacity%20of%20Cast-in%20Headed%20Stud%20Anchors.pdf ------------------------------ Subramanian Narayanan, Mentor, Consultant and Author Chief Exec Computer Design Consultants Gaithersburg, MD ...

You may do the mix design using IS 10262-2009. Note that this code is under revision and a draft is available-you may Google it and get. Note that any mix design is not perfect. Even the code says you need to make trial mixes and check their strength and based on that only you should adopt the mix. ...

It has to be turned inward- it is similar to the beam column joint where the top bars of the beam are turned inside the beam and bottom bars are also turned inside the beam. Experiments done in New Zealand by Prof. Paulay have shown that if you turn the bars outside will not provide an effective nodal ...

Many have suggested good books based on the American code. If you are following the Indian code, you may follow my book Design of Steel Structures. Though it does not discuss tubular structures per se, though I have included some discussions and design of tubular columns.Design of Steel Structures ...