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Q#3: Design Rcc slab for an Isolated Living room resting on masonry walls with following data:           Room size = 12' x 26', Service live load = 40 psf  , Roof Insulation = 25 psf  , fc'=3 ksi  , fy=40 ksi   Note: Solve the problem on this sheet comment on steel spacing & diameter that you have selected from selection table A-4 already provided in design problems lecture

Q#3: Design Rcc slab for an Isolated Living room resting on masonry walls with following data:           Room size = 12' x 26', Service live load = 40 psf  , Roof Insulation = 25 psf  , fc'=3 ksi  , fy=40 ksi   Note: Solve the problem on this sheet comment on steel spacing & diameter that you have selected from selection table A-4 already provided in design problems lecture

Structural Analysis
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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Q#3: Design Rcc slab for an Isolated Living room resting on masonry walls with following data:

       

 

Room size = 12' x 26', Service live load = 40 psf  , Roof Insulation = 25 psf  , fc'=3 ksi  , fy=40 ksi

 

Note: Solve the problem on this sheet comment on steel spacing & diameter that you have selected from selection table A-4 already provided in design problems lecture

 

Note: Write the answer in word format

Subject: Reinforced Concrete Design 2

TABLE A.4 Arcus of bars in slabs, inʼ/rı Bur No. Spuclng. In. • 6 10 1.77 · 2.40 2.06 2.69 1.80 L18 1.60 1.44 044 (0.78 1,23 3.14 4.00 5.06 6 25 0.38. 0.67 1.05 1.51 3.43 4.34 S.36 0.5१ 0.92 0.52 3.00 2.67 3.80 4.68 0.33 0.29. 2.36 2.09 1,32 3.37 4.17 0.83 0.74 0.670.96 0.61 0,88 0.57 0.53 0.26'0.47 2.40: . 3.04 3.75 1.88 1.71 1.06 0.24 2.76 3.41 0.43. 0.67 0.39 1.31 1.20 0.22 2.00 233 3.12 0,82 0.76 1:03 0.96 234 289 7 2.68 0.20. 0,19 0.18 0.17 0.15 0.26 ;0,130.24: (), I-1. 1,83 1.71 1:60 1,50 1:33. 0.36 217 2:02. 2.30 1.89 7 0.34 0.31 0.49 0.29 1.26 1,18 1.03 1,20 0.71 0.46 0,66 0.90 0,41: *0:59 0.37 0.53": 0.72 0.94 2.34 1.69 2.08 1.51- 1.87. 0,80. oi 12 p.200.34044 0:60 0:78*** :0"; 1.27
Transcribed Image Text:TABLE A.4 Arcus of bars in slabs, inʼ/rı Bur No. Spuclng. In. • 6 10 1.77 · 2.40 2.06 2.69 1.80 L18 1.60 1.44 044 (0.78 1,23 3.14 4.00 5.06 6 25 0.38. 0.67 1.05 1.51 3.43 4.34 S.36 0.5१ 0.92 0.52 3.00 2.67 3.80 4.68 0.33 0.29. 2.36 2.09 1,32 3.37 4.17 0.83 0.74 0.670.96 0.61 0,88 0.57 0.53 0.26'0.47 2.40: . 3.04 3.75 1.88 1.71 1.06 0.24 2.76 3.41 0.43. 0.67 0.39 1.31 1.20 0.22 2.00 233 3.12 0,82 0.76 1:03 0.96 234 289 7 2.68 0.20. 0,19 0.18 0.17 0.15 0.26 ;0,130.24: (), I-1. 1,83 1.71 1:60 1,50 1:33. 0.36 217 2:02. 2.30 1.89 7 0.34 0.31 0.49 0.29 1.26 1,18 1.03 1,20 0.71 0.46 0,66 0.90 0,41: *0:59 0.37 0.53": 0.72 0.94 2.34 1.69 2.08 1.51- 1.87. 0,80. oi 12 p.200.34044 0:60 0:78*** :0"; 1.27
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