A two spans continuous concrete beam is to be supported by three concrete columns spaced (7.0 m) on centers. A service live load of (25 kN/m) is to be carried in addition to the weight of the beam. A limited cross sections are to be used with (b= 300 mm, h= 500 mm) with two layers reinforcement. Find the area of reinforcement at section (b-b). Use. f 350 MPa and f. = 28 MPa. Assume columns width =400 mm. AA 0.4 m Meidleis be b 7.0 m 7.0 m SHIMARE PERIME SPRINTM
A two spans continuous concrete beam is to be supported by three concrete columns spaced (7.0 m) on centers. A service live load of (25 kN/m) is to be carried in addition to the weight of the beam. A limited cross sections are to be used with (b= 300 mm, h= 500 mm) with two layers reinforcement. Find the area of reinforcement at section (b-b). Use. f 350 MPa and f. = 28 MPa. Assume columns width =400 mm. AA 0.4 m Meidleis be b 7.0 m 7.0 m SHIMARE PERIME SPRINTM
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 9.1.3P
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![A two spans continuous concrete beam is to be supported by three concrete
columns spaced (7.0 m) on centers. A service live load of (25 kN/m) is to be carried in
addition to the weight of the beam. A limited cross sections are to be used with (b=300
mm, h= 500 mm) with two layers reinforcement. Find the area of reinforcement at
section (b-b). Use. = 350 MPa and f. = 28 MPa. Assume columns width =400 mm.
0.4 m
be
b
7.0 m
7.0 m
SUGARE
WARTENARE](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0f30e905-35c1-4d76-9d22-011aa207f6bd%2F55e40f3e-5e3a-437d-855d-2fc95c8a86ff%2Fjs7lge8_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A two spans continuous concrete beam is to be supported by three concrete
columns spaced (7.0 m) on centers. A service live load of (25 kN/m) is to be carried in
addition to the weight of the beam. A limited cross sections are to be used with (b=300
mm, h= 500 mm) with two layers reinforcement. Find the area of reinforcement at
section (b-b). Use. = 350 MPa and f. = 28 MPa. Assume columns width =400 mm.
0.4 m
be
b
7.0 m
7.0 m
SUGARE
WARTENARE
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