7.5 m B 6 m 7 m 2.5 m S₁ 8 m 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 (Along Grid 2) $3 SA $5 2 m Lift shaft $6 1.5 m
7.5 m B 6 m 7 m 2.5 m S₁ 8 m 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 (Along Grid 2) $3 SA $5 2 m Lift shaft $6 1.5 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Design Completely
51 & 52 and B1
(Along Grid 2)
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