A beam having a width of 300 mm and a depth of 600 mm carries a dead load of 24 kn/m (including its own weight) and a live load of 32 Kn/m. The clear distance between the two supports is 5m. Use 75 mm as steel covering. Use fy=400 Mpa, f’c=21 Mpa. a. compute for the shear capacity of the concrete and what additional shear reinforcement strength is to be required by the steel. b. compute for the theoretical spacing needed for critical shear. Use 10mm diameter bar for shear reinforcement. c. compute for the maximum spacing needed for critical shear
A beam having a width of 300 mm and a depth of 600 mm carries a dead load of 24 kn/m (including its own weight) and a live load of 32 Kn/m. The clear distance between the two supports is 5m. Use 75 mm as steel covering. Use fy=400 Mpa, f’c=21 Mpa. a. compute for the shear capacity of the concrete and what additional shear reinforcement strength is to be required by the steel. b. compute for the theoretical spacing needed for critical shear. Use 10mm diameter bar for shear reinforcement. c. compute for the maximum spacing needed for critical shear
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A beam having a width of 300 mm and a depth of 600 mm carries a dead load of 24 kn/m (including its own weight) and a live load of 32 Kn/m. The clear distance between the two supports is 5m. Use 75 mm as steel covering. Use fy=400 Mpa, f’c=21 Mpa.
a. compute for the shear capacity of the concrete and what additional shear reinforcement strength is to be required by the steel.
b. compute for the theoretical spacing needed for critical shear. Use 10mm diameter bar for shear reinforcement.
c. compute for the maximum spacing needed for critical shear.
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