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Q2,Using the ACI "Direct Design Method" for the interior panel (A) in figure below: (a) Check by ACI code, if slab thickness of 200 mm is satisfactory. (b) Determine the negative moments of short span of the interior panel (A) to be resisted by the column strip. = Given: D.L. 8 kN/m² (including weight of slab), L.L. = 4 kN/m², f'c=21 Mpa, fy=420 Mpa, Ib=3.91 x 10' mm, all columns' dimensions (300x300) mm and all beams dimensions (300 x 500) mm. (Marks) 上 200 300 L *300 5.4.m 5.4m 1 6.4m 6.40m + A

Q2,Using the ACI "Direct Design Method" for the interior panel (A) in figure below: (a) Check by ACI code, if slab thickness of 200 mm is satisfactory. (b) Determine the negative moments of short span of the interior panel (A) to be resisted by the column strip. = Given: D.L. 8 kN/m² (including weight of slab), L.L. = 4 kN/m², f'c=21 Mpa, fy=420 Mpa, Ib=3.91 x 10' mm, all columns' dimensions (300x300) mm and all beams dimensions (300 x 500) mm. (Marks) 上 200 300 L *300 5.4.m 5.4m 1 6.4m 6.40m + A

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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Q2,Using the ACI "Direct Design Method" for the interior panel (A) in figure below: (a) Check by ACI code, if slab thickness of 200 mm is satisfactory. (b) Determine the negative moments of short span of the interior panel (A) to be resisted by the column strip. = Given: D.L. 8 kN/m² (including weight of slab), L.L. = 4 kN/m², f'c=21 Mpa, fy=420 Mpa, Ib=3.91 x 10' mm, all columns' dimensions (300x300) mm and all beams dimensions (300 x 500) mm. (Marks) 上 200 300 L *300 5.4.m 5.4m 1 6.4m 6.40m + A
Transcribed Image Text:Q2,Using the ACI "Direct Design Method" for the interior panel (A) in figure below: (a) Check by ACI code, if slab thickness of 200 mm is satisfactory. (b) Determine the negative moments of short span of the interior panel (A) to be resisted by the column strip. = Given: D.L. 8 kN/m² (including weight of slab), L.L. = 4 kN/m², f'c=21 Mpa, fy=420 Mpa, Ib=3.91 x 10' mm, all columns' dimensions (300x300) mm and all beams dimensions (300 x 500) mm. (Marks) 上 200 300 L *300 5.4.m 5.4m 1 6.4m 6.40m + A
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