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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

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

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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
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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