The sections of a simply supported beam are shown in Fig. a. Check if the bar arrangement satisfies the ACI Code requirements. b. Determine the expected crack width. Given: f'c = 28 MPa, fy =414 MPa, and $10 stirrups. 127 mm T 2012 36 25 300 mm (Q) 444.5 mm 63.5 mm 180 mm 2012 6625 300mm (b) 570 mm 90 mm 63.5 mm
The sections of a simply supported beam are shown in Fig. a. Check if the bar arrangement satisfies the ACI Code requirements. b. Determine the expected crack width. Given: f'c = 28 MPa, fy =414 MPa, and $10 stirrups. 127 mm T 2012 36 25 300 mm (Q) 444.5 mm 63.5 mm 180 mm 2012 6625 300mm (b) 570 mm 90 mm 63.5 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![The sections of a simply supported beam are shown in Fig.
a. Check if the bar arrangement satisfies the ACI Code requirements.
b. Determine the expected crack width.
Given: f'c = 28 MPa, fy =414 MPa, and $10 stirrups.
127 mm
T
2012
36 25
300 mm
(Q)
444.5 mm
63.5 mm
180 mm
2012
6625
300mm
(b)
570 mm
90 mm
63.5 mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F62dcef4d-a359-457b-a87a-4800da209200%2F706b506b-df98-44e3-af8d-adf2e6403dc2%2Fenfsvaj_processed.jpg&w=3840&q=75)
Transcribed Image Text:The sections of a simply supported beam are shown in Fig.
a. Check if the bar arrangement satisfies the ACI Code requirements.
b. Determine the expected crack width.
Given: f'c = 28 MPa, fy =414 MPa, and $10 stirrups.
127 mm
T
2012
36 25
300 mm
(Q)
444.5 mm
63.5 mm
180 mm
2012
6625
300mm
(b)
570 mm
90 mm
63.5 mm
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