Hey Everyone,
I'm hoping to sit the part 3 IstructE exams next summer and was wondering has anybody come across an Scheme Design Manual that could be used for the exams. I have heard that the IStructE actually published such a book in the early 90's but I can't seem to find it on the internet...
Cheers CSD72.
Its taken me some time to get an appropriate answer for this. But you are indeed correct in saying that this temporary condition is not often checked. However for such a large load it may cause the wall to vertically deflect > L/360 and therefore causing cracking in the wall that...
I'm currently working on a job in London involving putting some temporary needles thru a 400mm thick masonry wall. The load on the wall at the temporary needling level is approx 200kN/m.
In the permanent sense building control will allow an allowable compressive force of 0.63N/mm2 under a...
