Appreciate for all the advice and reply.
Just would like to give some background of the project. The design consultant designed the column as stated above with the detailing of the lateral structure (as tie beam) and stiffener plate (welded) to the section at every 3 m interval.
The contractor...
Hi! @Hokie66!
One more additional information, the column is fully encased in the Reinforced Concrete Column due to the local authorities requirement. This will help in term for the problem right? The RC Column size is 450 mm x 300 mm with 8T12 Shear link 2R6-200.
Hi! @Hokie66! Thanks for the prompt reply.
The maximum Axial Load, Pmax = 51.125 kN.
We are having the 75mm x 75 mm angle bar to brace (as cross bracing in between) the column.
In between the column that will be partially with brickwall (3.6m) and the upper part will be cladding.
The...
Hi!
I am facing some problem at site. Please kindly advice.
I designed the steel column with the size of UB 305 x 102 x 28 with the maximum height of 10.515 m.
However, due to the inexperience contractor, during the installation of the column, he did not prop and braced the column before he...
Currently I am doing the construction for the Double Storey Link House at Malaysia.
However, during the piling, a lot of piles is not set after reaching 24 m.
The factor of Safety that the engineer used is 2.2. The most of the usage of the pile is only up to 70%.
I would like to ask, do you...
