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Q1:- An Apartment building is designed using 6x6 m two way slabs system. The live load 2 KN/m2, the floor finish load is 3.5 KN/m². Design a typical panels (S5) as shown in fig. (1), Assume f'c=25MPa, fy =400 Mpa. The supporting beams are 300 mm width. 6-30 6.00m S1 0.30m- S2 -0.30m S3 6.00m S4 S5 S6 Figure (1) -6.00m- 6.00m- -6.00m . 2 nee KOOYO SICIEN TIEL And 935205319814 CONS SOLVE C

Q1:- An Apartment building is designed using 6x6 m two way slabs system. The live load 2 KN/m2, the floor finish load is 3.5 KN/m². Design a typical panels (S5) as shown in fig. (1), Assume f'c=25MPa, fy =400 Mpa. The supporting beams are 300 mm width. 6-30 6.00m S1 0.30m- S2 -0.30m S3 6.00m S4 S5 S6 Figure (1) -6.00m- 6.00m- -6.00m . 2 nee KOOYO SICIEN TIEL And 935205319814 CONS SOLVE C

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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Q1:- An Apartment building is designed using 6x6 m two way slabs system. The live load 2 KN/m2, the floor finish load is 3.5 KN/m². Design a typical panels (S5) as shown in fig. (1), Assume f'c=25MPa, fy =400 Mpa. The supporting beams are 300 mm width. 6-30 6.00m S1 0.30m- S2 -0.30m S3 6.00m S4 S5 S6 Figure (1) -6.00m- 6.00m- -6.00m . 2 nee KOOYO SICIEN TIEL And 935205319814 CONS SOLVE C
Transcribed Image Text:Q1:- An Apartment building is designed using 6x6 m two way slabs system. The live load 2 KN/m2, the floor finish load is 3.5 KN/m². Design a typical panels (S5) as shown in fig. (1), Assume f'c=25MPa, fy =400 Mpa. The supporting beams are 300 mm width. 6-30 6.00m S1 0.30m- S2 -0.30m S3 6.00m S4 S5 S6 Figure (1) -6.00m- 6.00m- -6.00m . 2 nee KOOYO SICIEN TIEL And 935205319814 CONS SOLVE C
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