Design a simply supported one way slab with 3m span and using f’c= 20.7 MPa and fy = 276MPa. The slab support distributed live load of 6.64 kN/m2 ( use bars with 10mm ).
Design a simply supported one way slab with 3m span and using f’c= 20.7 MPa and fy = 276MPa. The slab support distributed live load of 6.64 kN/m2 ( use bars with 10mm ).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design a simply supported one way slab with 3m span and using f’c= 20.7 MPa and fy = 276MPa. The slab support distributed live load of 6.64 kN/m2 ( use bars with 10mm ).
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Step 1 Interpretation of data:
VIEWStep 2 Calculations for the depth of the slab
VIEWStep 3 Total loading on the slab
VIEWStep 4 Calculation for bending moment
VIEWStep 5 Calculation for percentage of main steel bar
VIEWStep 6 Required area of reinforcement
VIEWStep 7 Required numbers of bars
VIEWStep 8 Spacing of the main reinforcement
VIEWStep 9 Temperature steel
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