The following diagram shows a partial floorframing plan of an elevated walkway buildingconnecting an airport terminal building to theadjacent garage. The concrete floor is not post-tensioned.Material properties are:- Concrete weight: wt = 150 pcf- Concrete compressive strength: f'c = 4000 psi- Steel tensile strength: fy = 60 ksi- Stirrup consists of #4 bar- Framing members are not exposed to weatheror in contact with soil.Per the ACI, what is the minimum slab depth? Consider both the interior slab and thecantilevered slab at the edge of the building.30-0¹B4B4B483Column52SI30-0-Sab MarkDean-B4B4B483B30-0¹BIB2B2BI-Girder12A13-4Ei13:40540-0to2 TABLE 9.5(a) - MINIMUM THICKNESS OFNONPRESTRESSED BEAMS OR ONE-WAY SLABSUNLESS DEFLECTIONS ARE CALCULATEDMemberSolid one-way slabsBeams orribbed one-way slabsSimplysupportedOne endBoth endscontinuous continuous CantileverMembers not supporting or attached to partitions or otherconstruction likely to be damaged by large deflections€/20€/241/28€/10€/16Minimum thickness, h6 inches6.5 inches7 inches7.5 inchesU/18.5/21€18Notes:Values given shall be used directly for members with normalweight concreteand Grade 60 reinforcement. For other conditions, the values shall be modifiedas follows:a) For lightweight concrete having equilibrium density, we in the range of 90to 115 lb/ft, the values shall be multiplied by (1.65 -0.005we) but not lessthan 1.09.b) For f, other than 60,000 psi, the values shall be multiplied by (0.4+ f/100,000).

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The following diagram shows a partial floor framing plan of an elevated walkway building connecting an airport terminal building to the adjacent garage. The concrete floor is not post- tensioned. Material properties are: - Concrete weight: wt = 150 pcf - Concrete compressive strength: f'c = 4000 psi - Steel tensile strength: fy = 60 ksi - Stirrup consists of #4 bar - Framing members are not exposed to weather or in contact with soil. Per the ACI, what is the minimum slab depth? Consider both the interior slab and the cantilevered slab at the edge of the building. 30-0¹ B4 B4 B4 83 Column 52 SI 30-0 -Sab Mark Dean- B4 B4 B4 83 B 30-0¹ BI B2 B2 BI -Girder 12 A 1 3-4 Ei 13:4 05 40-0 to 2

The following diagram shows a partial floor framing plan of an elevated walkway building connecting an airport terminal building to the adjacent garage. The concrete floor is not post- tensioned. Material properties are: - Concrete weight: wt = 150 pcf - Concrete compressive strength: f'c = 4000 psi - Steel tensile strength: fy = 60 ksi - Stirrup consists of #4 bar - Framing members are not exposed to weather or in contact with soil. Per the ACI, what is the minimum slab depth? Consider both the interior slab and the cantilevered slab at the edge of the building. 30-0¹ B4 B4 B4 83 Column 52 SI 30-0 -Sab Mark Dean- B4 B4 B4 83 B 30-0¹ BI B2 B2 BI -Girder 12 A 1 3-4 Ei 13:4 05 40-0 to 2

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.3.1P

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concrete design ACI code solve please
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