7.5 m B 2.5 m 6m Sz S₁ 7m S3 Lift shaft 8m S₁ S5 S6 LL = 3 KPa Floor Finishes = 1.20 KPa fc'= 20.7 MPa fs = 138 MPa Main 12 db, Temp 10 db Design Completely S1 & S2 and B1 2m 1.5 m (Along Grid 2)
7.5 m B 2.5 m 6m Sz S₁ 7m S3 Lift shaft 8m S₁ S5 S6 LL = 3 KPa Floor Finishes = 1.20 KPa fc'= 20.7 MPa fs = 138 MPa Main 12 db, Temp 10 db Design Completely S1 & S2 and B1 2m 1.5 m (Along Grid 2)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design Completely S1 & S2 and B1
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