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They have shortened the dia of ring wall foundation..

Hi, our contractor has constructed tank's ring wall of slightly shorter than required, around 400mm, is there anyway to fabricate the tank without compromising the capacity. Ps: adding an another course is little difficult at this stage.

Is these sleeves will be refilled with concrete after fixing equipment. Equipment will be available at the site, nearly after construction of the foundation, only hand measurement is available right now, which may leads to inaccuracy.

What is the code we use to design double jacketed/skin VERTICAL TANK, specifically for cryogenic storage? As my temp is -103 C and -43C. I thought API-620, can opt but it does not specify anything about the jacketed tank.

what are the most suitable mean of anchoring vertical columns, on the foundation to avoid any misalignment of bolts? as we are not sure about the anchor data and BOLT CENTER DIA. The equipment is sort of column, pic attached for ref. The one in my mind is providing pocket, is there any other...

Hi! Please suggest any software to design/analyze Blast resistant building, based on preferably ASCE or any other std.

Hi Is there anyway to use ASCE's seismic coefficients (S1, Ss etc.) for countries/cities outside USA. If yes, please share

HI!! Please suggest a code or ref for slope stability (slope of embankment) design for highway embankment and also for retaining embankment between two levels

HI!! I have dynamically designed a block foundation for compressor, there are four compressors in close proximity. Please suggest any code or authentic ref to check and analyze the vibrations transmittance through soil between the compressors and at what distance should i place these machines...

HI!! I have dynamically designed a block foundation for compressor, there are four compressors in close proximity. Please suggest any code or authentic ref to check and analyze the vibrations transmittance through soil between the compressors and at what distance should i place these machines...

Hi I have to deisgn a steel structure plant having multiple floors and large area, to support multiple vertical and horizontal static equipments. I have designed all hinge connection in model and sections are in deformations nd in ratios. Please suggest me what type of connections should I opt...

Please anyone can help me to open this tekla version file which I have to revie. I get this error even receiving complete attachment many time

HI!! Please anyone can help me to open this tekla version file which I have to revie. I get this error even receiving complete attachment many times

It can be easily done by providing pipe Sleeve of bigger than 3". sleeve or half cut pipe will be placed at bottom and than at top and welded together afterwards

Right now I have find out the static capacity of piles based on soil data and applied load, how to determine the structural capacities/strength of Piles, like axial, shear and flexure strength

Hi!! Please recommend any good software to investigate the pile [highlight #EF2929]STRUCTURAL[/highlight] capacity

Let me rephrase it for your further clearification Purpose of brick masonry wall is to protect the inhabitants on other side of wall, as a result of no mass catastrophic failure generated by VCE. I just want to go for brick masonry wall strong enough to take in dynamics of pressure without...

it will be a wall supported via columns spaced at certain distances through out its length, kind of boundary wall

Purpose of wall is to protect; from blast impact; inhabitants living on other side of wall

Thanks everyone, Its quite clear that RCC and concrete masonry wall has more blast resistance; also shear, as compared to brick masonry un-reinforced walls. But the question is do we really need to go for concrete wall when I have to design 4 ft high brick masonry wall for the catastrophic...