Recent content by anandaganesh

You can refer to The Steel Construction Institute's (UK) publication for the design of steel members for combined bending and torsion.

Since it is a premature crack, you can inject epoxy resin in the crack to seal it so that concrete can take the designed load.

You can refer to the BS5950-part-1 which gives the effectve length of cantilevers with various end conditions.

You can refer to the Machine foundations book by Barkan.

Thanks Mattman and jeg you have given very useful information of the website.

Thanks Mattman nad jeg you have given very useful information of the website.

The capacity of the anchors are based on whether the concrete is cracked or uncracked. So, you must be careful while choosing the anchor types for using in the cracked concrete zones. As per the HILTI catelog, I believe that adhesive anchors are not fit for using in the cracked zones.

The anchor spacing and edge distance are very much affecting the load capacity of these adhesive anchors. You have to refer to the manufacturer's catelog for calculating the reduction coefficients on load capacity of anchot due to spacing and edge distance. The HILTI catelog gives clearly these...

You can refer to Reynolds book which gives the complete design of a building.

You can refer to the book Finite element Method by Zeinkwicz which is equally good.

You can contact the METSEC - UK , for more information about cold formed sections.

This type of detail is used where the flange and web are connected by bolts through these angles. In welded construction this type is not used. You can see this type of girders in old railway bridges. This angle section will be subjected to longitudinal stresses and the horizontal shear at the...