hokie66/Jedclampett,
My apologies for the delay. See attached crack pattern. Reinforcement is 25M @ 250mm c/c both faces and both direction. its Amin(r)=0.0067>0.005 per ACI350.The wall is pored against the rock surface. See the sketch the wall outer face is against the rock.
Hi,
I am in the process of checking the data supplied by the contractor on the temperature measurement from the thermocouples installed at the core, left face, right face and top face of 12 ft high wall which is poured in one lift along with other walls perpendicular to it. The wall is 36 ft...
Hi,
I am looking standard typical details for the 12ft and 27ft wide road gate (Swing type) for a very old facility. I would appreciate if somebody can send me the typical details for the same as I don't want to invent something new.
Regards
Yes Tmoose,
I am reviewing old design where radial gate is connected to steel girder and the girder is further connected to concrete using 1-5/8" dia anchor rods(Total 4 in no.). These anchor rods are in direct tension. and no material is specified regarding these anchors.
Thanks others...
Hi,
I am looking for information on the yield point(ksi) and the tensile strength(ksi) for the anchor rods available during the year 1930.
The existing drawings just call out 1-5/8" dia anchor rods.
Regards
Hi all,
Can anybody please shed light on the what is the Canadian code for the design of T bar ceilings. Is there any standard/drawing that I can refer too as its my first time working on the same. Its for commercial building with area less than 2000sq.ft.
Regards
I am designing a simply supported beam subjected to torsion and flexure .The beam spans 24ft and is subjected to point load of 18kips at e=4” at 1/3rd and 2/3rd of the span. The beam sitting on concrete platform at the ends .The top flange and the web are not laterally restrained ,but the...
Thanks TME,
The reason I am not welding is because I haven't got confirmation from the fabricator/contractor that they can weld these two rails together and finally ship to the site, as the site being very remote. But thanks once again for your valuable comment.
Hokie66,
For lateral buckling...
Hi,
I am designing a monorail. The total span is 21m.The maximum lifted load is 9MT.The section used is S610. The monorail is simply supported from its top flange at 4 location i.e. each span is 7m and wheels are rolling for the bottom flange of S610.This monorail will be installed outside the...
