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Determine the ultimate moment capacity of the T-beam shown below. The beam is reinforced with 6-032mm placed in two rows. Use f'c=25MPA, fy=414MPa. 020 mm - 100 mm d= 610 mm 8- 32 mm 250 mm

Determine the ultimate moment capacity of the T-beam shown below. The beam is reinforced with 6-032mm placed in two rows. Use f'c=25MPA, fy=414MPa. 020 mm - 100 mm d= 610 mm 8- 32 mm 250 mm

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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1. Determine the ultimate moment capacity of the T-beam shown below. The beam is reinforced with 6-032mm placed in two rows. Use fc=25MPA, fy=414MP.. 820 mm Il- 100 mm d= 610 mm 8 - 32 mn 250 mm 2. Determinethe safe concentrated live load at midspan that the doubly-reinforced beam section shown can carry if it has a simple span of 5m. Use f'c=21MPA, fy=276MPA, unit wt of concrete = 23.54KN/m³. 360 mm 2-0 25 mm Fď = 80 d= 680 mm 780 mm 8-0 36 mm 100 3. If in Prob. 2 the bottom bars are reduced to 6-032mm (3 in each row). Compute the safe concentrated live load at 1/3 span and 2/3 span the beam can carry.
Transcribed Image Text:1. Determine the ultimate moment capacity of the T-beam shown below. The beam is reinforced with 6-032mm placed in two rows. Use fc=25MPA, fy=414MP.. 820 mm Il- 100 mm d= 610 mm 8 - 32 mn 250 mm 2. Determinethe safe concentrated live load at midspan that the doubly-reinforced beam section shown can carry if it has a simple span of 5m. Use f'c=21MPA, fy=276MPA, unit wt of concrete = 23.54KN/m³. 360 mm 2-0 25 mm Fď = 80 d= 680 mm 780 mm 8-0 36 mm 100 3. If in Prob. 2 the bottom bars are reduced to 6-032mm (3 in each row). Compute the safe concentrated live load at 1/3 span and 2/3 span the beam can carry.
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