I am working in a contracting firm. I have got a design of 90*30m G+1 (class room) bldg with out expansion/contraction joint. I asked the consultant to consider it, but instead they stick to the design though the site of construction is desert where the temperature reaches 50celsius during...
I have missed a 2cm in the alignment of a hooked anchor bolt that is partially been casted (40cm) and left with only 10cm. So to make it center I bent the top 10cm to align in its center. Does it affect much in the tensile strength of the bolt?
