20150423 k2c 36a 0401 iv ds tr 0003 structural calc comments (2)
DESCRIPTION
aTRANSCRIPT
3TI Comments & INV Response
KAP2-C2 Project (Najran&Aseer)
TRANSMITTAL n. K2C-36A-0401-IV-DS-TR-0003
Date: 23/04/2015
DOCUMENT n.
K2C-36A-0401-IV-DS-TR-003
Item
No. 3TI Comments INV Response
1
ETABS model Into the Slab property Data the waffle slab HEB45 equivalent thickness is 210mm, but to be verified the equivalent thickness has to be at least 240mm. Project information has to be completed.
2
SAFE model Into the Slab property Data the waffle slab HEB45 equivalent thickness is 360mm. Please use the correct thickness for both the models.
3
The loads on the floorings in the SAFE model and in the ETABS model, are not equal. Please use the correct loads for both the models. For the corridors, halls, stairs and assembly areas must be used 5,00 kN/ sq m
4
The loads regarding the water tanks on the roof of the building are not inserted neither into SAFE model nor into ETABS model.
5
Into the Structural Report please avoid to mention the design package received and then corrected. Use only the final one.