3.) Design the torsional reinforcement for the 350 mm width and 650 mm overall depth beam carrying a Vu = 190 kN, Tu = 30 kN-m. The area of tension steel reinforcements required for Mu is 2050 mm2. Use 10mm diameter stirrups and a clear cover equal to 40 mm. Material strength f'c = 28 MPa, and fy = 420 MPa. Draw the final section of the beam including the main %3D
3.) Design the torsional reinforcement for the 350 mm width and 650 mm overall depth beam carrying a Vu = 190 kN, Tu = 30 kN-m. The area of tension steel reinforcements required for Mu is 2050 mm2. Use 10mm diameter stirrups and a clear cover equal to 40 mm. Material strength f'c = 28 MPa, and fy = 420 MPa. Draw the final section of the beam including the main %3D
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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![3.) Design the torsional reinforcement for the 350
mm width and 650 mm overall depth beam
carrying a Vu = 190 kN, Tu = 30 kN-m. The area
of tension steel reinforcements required for Mu is
2050 mm2. Use 10mm diameter stirrups and a
clear cover equal to 40 mm. Material strength f'c
= 28 MPa, and fy = 420 MPa. Draw the final
section of the beam including the main
reinforcements, web bars, and stirrups.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe573b945-c1d5-4a41-935b-7b8316cfc234%2F9f8f22f3-5ef8-4c0d-a73b-cfc4282b5ee9%2Fq62t0me_processed.jpeg&w=3840&q=75)
Transcribed Image Text:3.) Design the torsional reinforcement for the 350
mm width and 650 mm overall depth beam
carrying a Vu = 190 kN, Tu = 30 kN-m. The area
of tension steel reinforcements required for Mu is
2050 mm2. Use 10mm diameter stirrups and a
clear cover equal to 40 mm. Material strength f'c
= 28 MPa, and fy = 420 MPa. Draw the final
section of the beam including the main
reinforcements, web bars, and stirrups.
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