7.5 m B 2.5 m 6m 7m $3 Lift shaft 8m SA 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
7.5 m B 2.5 m 6m 7m $3 Lift shaft 8m SA 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
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...
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![6 m
7 т
8m
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
S4
(Along Grid 2)
2.5 m
S1
S5
2 т
Lift shaft
S6
1.5 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5eba3f74-7cca-47f3-99a2-7bae11c2efd9%2F1ef6f7cc-6648-40ae-8867-89feae738d29%2Fn3f0g2q_processed.jpeg&w=3840&q=75)
Transcribed Image Text:6 m
7 т
8m
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
S4
(Along Grid 2)
2.5 m
S1
S5
2 т
Lift shaft
S6
1.5 m
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