A rectangular concrete beam has a width of 300 mm and an effective depth of 550 mm. The beam is simply supported over a span of 6m and is used to carry a service live load of 20kN/m and dead load of 40 kN/m. Assume f'c= 21MPa and fy=345MPa. Compression reinforcement if necessary shall be placed at a depth of 80mm from the outermost compression concrete a)Determine the maximum tension steel area for singly reinforced beam. mm? b)Determine the required number of 25-mm tension bars in its maximum condition. c)Determine the required tension steel area.
A rectangular concrete beam has a width of 300 mm and an effective depth of 550 mm. The beam is simply supported over a span of 6m and is used to carry a service live load of 20kN/m and dead load of 40 kN/m. Assume f'c= 21MPa and fy=345MPa. Compression reinforcement if necessary shall be placed at a depth of 80mm from the outermost compression concrete a)Determine the maximum tension steel area for singly reinforced beam. mm? b)Determine the required number of 25-mm tension bars in its maximum condition. c)Determine the required tension steel area.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A rectangular concrete beam has a width of 300 mm and an effective depth of 550 mm. The beam is simply supported over a span of 6m and is used to carry a service live load of 20kN/m and dead load of 40 kN/m. Assume f'c= 21MPa and fy=345MPa. Compression reinforcement if necessary shall be placed at a depth of 80mm from the outermost compression concrete
a)Determine the maximum tension steel area for singly reinforced beam. mm?
b)Determine the required number of 25-mm tension bars in its maximum condition.
c)Determine the required tension steel area.
d) Determine the required number of 25-mm tension bars
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