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A beam having a width of 350 mm and a depth of 600 mm carries a dead load of 21 kN/m (including its own weight) and a live load of 30 kN/m. The clear distance between the two supports is 6m. Use 75 mm as steel covering. Use fy=400 MPa, f'c=21 MPa

A beam having a width of 350 mm and a depth of 600 mm carries a dead load of 21 kN/m (including its own weight) and a live load of 30 kN/m. The clear distance between the two supports is 6m. Use 75 mm as steel covering. Use fy=400 MPa, f'c=21 MPa

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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SITUATION I A beam having a width of 350 mm and a depth of 600 mm carries a dead load of 21 kN/m (including its own weight) and a live load of 30 kN/m. The clear distance between the two supports is 6m. Use 75 mm as steel covering. Use fy=400 MPa, f'c=21 MPa
Transcribed Image Text:SITUATION I A beam having a width of 350 mm and a depth of 600 mm carries a dead load of 21 kN/m (including its own weight) and a live load of 30 kN/m. The clear distance between the two supports is 6m. Use 75 mm as steel covering. Use fy=400 MPa, f'c=21 MPa
4. Compute for the shear capacity of concrete. а. 181.17 kN c. 120.0 kN b. 165.29 kN d. 73.2 kN 5. What reinforcement strength is required to be provided by the steel? additional shear a. 125.00 kN. m b. 72.27 kN. m с. 65.43 kN. m d. 81.25 kN. m 6. Compute for spacing needed for critical shear. Use 12mm diameter bar for shear reinforcement. the theoretical а. 300 mm с. 150 mm b. 544.970 mm d. 600 mm 7. Compute for the maximum spacing needed for critical shear. a. 300 mm b. 544.970 mm с. 150 mm d. 600 mm
Transcribed Image Text:4. Compute for the shear capacity of concrete. а. 181.17 kN c. 120.0 kN b. 165.29 kN d. 73.2 kN 5. What reinforcement strength is required to be provided by the steel? additional shear a. 125.00 kN. m b. 72.27 kN. m с. 65.43 kN. m d. 81.25 kN. m 6. Compute for spacing needed for critical shear. Use 12mm diameter bar for shear reinforcement. the theoretical а. 300 mm с. 150 mm b. 544.970 mm d. 600 mm 7. Compute for the maximum spacing needed for critical shear. a. 300 mm b. 544.970 mm с. 150 mm d. 600 mm
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