Internal Column Spacing UK Building Euro Codes - Engineering Assignment Help

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The efface study space is n-siuged to house au.) staff members working in intividual offices. utak opera plan space should be prtnaded for almansar.zuon and studett lynxes. A further space of WO m= is required for study studio space for the students The Incurs. theatres are to home 100 seats each and anclule a raised stage and a slogung auditorium. with no ma-mal columns allowed. A minimum clear internal height of 5.5m ts required in the lecture theatres. Adequate floor.as-floot height tn the study office area is to be pros ides' 'including clan MT Et name between the ceiling and the undenatic of the floor abuse,. To 141%10e the office and taw:hang facilities a dining room for 300 people gong with a canteen and kitchen arc also required as Nell as adequate toilet plantation within the new School. The gallery hall ts to be 1000 in= with no umemal columns and with Igm of clear beldrooln. A separate calcium' access Saar. tm- :cm is required for the display hall w gh pcnonncl avxss to the hall au the maul entrance. 
Unktstround parting fa:shun for staff as well as parlareg pax for suitors outside arc also required The clear internal height required within the car pail is 3.0m mulanum and the internal column spacing as to be set to sun the parting layout. The parking bay s and azcoes and nit tOLCC-• aced to be ckarly arranged and must lolls" gowlelincs on bay sues ( including those for disabled customers and puents with children ).etc ASNuate prosmoon should be male for lifts and stars 'stitch must satisfy the required escape distances and fire regulattotak Wainer the detailed design of stancala and lid shafts is not required The design of the foundation is required and install) a general 'chemise for the foundation type selected must be outlined. 
Loading Data Allow 1 ?N in for light weight partitios. In addmon to other !suds an additional kewhng of 03 LX in: should be included in floor looting to allow for ten ices. All setter kuds must be talon frun Lek-sant design oaks. Reasonable a:slumps:ea regarding wird speeds need to be made No detailed wind loading analysis n required abut reasonable estimates will be needed fax the purposes of sutnuntutme the proposed structural scheme) 

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