4.6 A one-way slab is used typically in which of the following types of buildings?a. Museumb. Parkingc. Libraryd. Warehouse4.7 The cross section of a conventionally reinforced concrete one-way slab is shown below. Using ACI Table 9.5(a), answerthe following questions:5'-0"CANTILEVER23-0END-BAYSPAN L3INTERIOR-BAYa. What is the minimum slab thickness at end bays (T2)?BM WIDTH20 (191)Solid one-way slabsTABLE 9.5(a) - MINIMUM THICKNESS OFNONPRESTRESSED BEAMS OR ONE-WAY SLABSUNLESS DEFLECTIONS ARE CALCULATEDBeams orribbed one-way slabs23-0END-BAYMinimum thickness, hSimplyOne endBoth endssupported continuous continuous CantileverMembers not supporting or attached to partitions or otherMember construction likely to be damaged by large deflectionsU/20(241/28/10(211/16CANTILEVER0/18.5(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, w in the range of 90to 115 lbt, the values shall be multiplied by (1.65-0.005we) but not lessthan 1.09.b) For other than 60,000 psi, the values shall be multiplied by (0.4+ f/100,000)

Answered: 4.6 A one-way slab is used typically in…

4.6 A one-way slab is used typically in which of the following types of buildings? a. Museum b. Parking c. Library d. Warehouse

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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4.7 The cross section of a conventionally reinforced concrete one-way slab is shown below. Using ACI Table 9.5(a), answer the following questions: 5'-0" CANTILEVER TI 23-0 END-BAY T2 SPAN L3 INTERIOR-BAY a. What is the minimum slab thickness at end bays (T2)? Member Solid one- way slabs BM WIDTH Beams or ribbed one- way slabs TABLE 9.5(a)- - MINIMUM THICKNESS OF NONPRESTRESSED BEAMS OR ONE-WAY SLABS UNLESS DEFLECTIONS ARE CALCULATED Simply supported 23-0 END-BAY 12 €/16 CANTILEVER Minimum thickness, h Both ends One end continuous continuous Cantilever Members not supporting or attached to partitions or other construction likely to be damaged by large deflections 1/20 024 U/28 U/10 d/18.5 (21 €/8 Notes: Values given shall be used directly for members with normalweight concrete and Grade 60 reinforcement. For other conditions, the values shall be modified as follows: a) For lightweight concrete having equilibrium dersity, we, in the range of 90 to 115 loft, the values shall be multiplied…
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