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
Related questions
Question
Design Completely
51 & 52 and B1
(Along Grid 2)
Transcribed Image Text: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
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