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.
20150423 K2C 36A 0401 IV DS TR 0003 Structural Calc Comments (2)
Dec 19, 2015
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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.
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The slab weight = two ribs/ 1.5m {2x(0.15X0.35)X25/1.5+0.10X25 slab +1.0 bricks}= 5.25 KN/m2 slab Th = 5.25/25 = 0.21m
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Safe Model slab Thick is Due to Equivalent Inertia to be modeled and distribute moments on slab correctly in Safe,we need not that in ETABS to check Vl Elements only
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It is already done, if you have comments on SAFE or ETABS highlight it and send capture screen from models
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Actually we checked the Architectural & Plumbing disciplines and they stated that no Tanks in this Building
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Noted and will be done
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