Hi all,
Background:
A client of mine got me involved in a small structure that basically exist out of a single garage front section. His client, an insurance company, requested him to redo the brick work higher than the plinth wall as it had a serious crack in it. However, he disagreed and got...
A client of mine have totally messed up a design of mine.
Description of designed structure:
8 x 6 metre corrugated iron roof fitted in a LAM beam frame
LAM beams are 365x102 Grade 8 CAPE LAM
Rafters in frame are 288x70 Grade 5 SAP and span in the 6m length with 75x50 G5 SAP purlins transverse...
Hi,
Some “person” force me to quote on this pole – for some reason he don’t want to go to any other ENG, I haven’t done this kind of work before so please help me with a few tips. (My experience is more with concrete, timber and isolated steel beams and cols, but I’ll like to do this thou, with...
