Engineering Centre

I am performing the hilti analysis for electrical substation GIS supporting structures (Steel structures). I have used the factored load case to take the reaction force and to design hilti, even though i have used factored load case should i consider and select the seismic case for the Load case that are governed by seismic.

I am trying to design my Anchor Bolts for seismic loading, But I am getting an error message statement THE CURRENT SEISMIC REGULATION (EN1992-4) DOES NOT COVER STANDOFF WITH GROUT APPLICATIONS, WHERE T>=0.5d, does this means that there can't be a gap b/w base plate and concrete slab in case of seismic design ? also is t the ...

I need to know the requirement of Bolt size and quantity for the given loads. Can you please help me for the calculation to arrive it .

Pump is of 100HP .

how can i design HSA Expansion Anchor

how do determine the shearing test value for connection bolts and nuts is there any standard available to refer and how to calculate it

Hi team, we are looking for anchor bolt specification for our product to be installed in Geneve, Switzerland. Product weight is around 7000kg, and dimensions are 4100x1100x2219 mm (LxWxH). we are planning to have 4 mounting locations, 2 on each side. Can you please help us - the size of anchor bolt to be used Any document spec...

Hi, Regarding to steel pipe supports, Since the available base plate hole dia is lesser than the sleeve dia of HSL-4 type bolts, we need to trim the length of HSL sleeve to accommodate the bolt within the available bolt hole in base plate, such that only the actual bolt will be present within the base plate hole. Refer the Fil...

Hi I am designing base plate and I am getting this warning. hef is outside of approved values [128 mm; 640 mm]. Please guide.

I am Designing post-installed dowels, where the existing structure is of stone masonry, and new base slab of 750mm thickness is casted. I have to design the dowels for a shear and axial tension of 74kN and 84kN respectively. Few limitations I encountered are: Cannot model existing masonry walls in Post-installed Rebar design t...