Do not give answer in image and hand writing 1.12. A short reinforced concrete column, 20in square, is reinforced with ten no.9 grade 60bars and has a concrete strength of 4000 lbf/in2. What is (a) the design axial load capacityand (b) the required spacing of the lateral ties?a. 700kips;20inb. 1000kips; 18inc. 1020kips; 18ind. 1400kips;20inThe following problem description is forA reinforced concrete flat plate floor without beams has 18 in square columns at 20ftcenters in one direction and 24ft centers in the other direction, and it supports a factoreddistributed load of 200 lbf/ft2.Design assumptionsOo afi = afz = β = 0OConsider moments in the direction of the shorter span only.af₁²7/² = 0ACI Sec. 8.10.2 is applicable.O1.13. The column strip moment at the end bay span is most nearlya. 35 ft-kipsb. 40 ft-kipsc. 65 ft-kipsd. 110 ft-kips1.14. The column strip moment at the interior support of the end bay is most nearlya. 35 ft-kipsb. 40 ft-kipsc. 65 ft-kipsd. 110 ft-kips1.15. The column strip moment in an interior bay span is most nearlya. 35 ft-kipsb. 40 ft-kipsc. 65 ft-kipsd. 110 ft-kips

Size of square column = 20 inSteel = 10 no. 9 barsf'c = 4 ksify = 60 ksi*Note : As per Bartleby's…

1.12. A short reinforced concrete column, 20in square, is reinforced with ten no.9 grade 60 bars and has a concrete strength of 4000 lbf/in2. What is (a) the design axial load capacity and (b) the required spacing of the lateral ties? a. 700kips;20in b. 1000kips; 18in c. 1020kips; 18in d. 1400kips; 20in

1.12. A short reinforced concrete column, 20in square, is reinforced with ten no.9 grade 60 bars and has a concrete strength of 4000 lbf/in2. What is (a) the design axial load capacity and (b) the required spacing of the lateral ties? a. 700kips;20in b. 1000kips; 18in c. 1020kips; 18in d. 1400kips; 20in

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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