6 т 7 т 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 7.5 m Sz S3 (Along Grid 2]
6 т 7 т 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 7.5 m Sz S3 (Along Grid 2]
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![6 т
7 m
8 m
LL3 3 КРа
Floor Finishes = 1.20 KPa
fc'= 20.7 MPa
fs = 138 MPa
Main 12 db, Temp 10 db
Design Completely
s1 & S2 and B1
7.5 m
S2
S3
SA
(Along Grid 2)
2.5 m
S1
S5
2 m
Lift shaft
S6
1.5 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F64d2827a-479c-4710-9c21-8367933a0965%2Fe86d2f4c-1d83-4240-b0f3-10128590b4c8%2Fwcwtxqb_processed.png&w=3840&q=75)
Transcribed Image Text:6 т
7 m
8 m
LL3 3 КРа
Floor Finishes = 1.20 KPa
fc'= 20.7 MPa
fs = 138 MPa
Main 12 db, Temp 10 db
Design Completely
s1 & S2 and B1
7.5 m
S2
S3
SA
(Along Grid 2)
2.5 m
S1
S5
2 m
Lift shaft
S6
1.5 m
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