Design the Conc. slab as shown in the Plan. Let fis 4 tesi, fyzbe Live load = 0.3 Hip / Ht=" thickness of slab-15 -10 inch use ACI 318-19
Design the Conc. slab as shown in the Plan. Let fis 4 tesi, fyzbe Live load = 0.3 Hip / Ht=" thickness of slab-15 -10 inch use ACI 318-19
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Hello, please solve the question about reinforced concrete from the sixth and seventh chapters of the third civil stage
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Step 1: Introduce the problem statement
VIEWStep 2: Determine ultimate load acting on slab
VIEWStep 3: Classify the slab
VIEWStep 4: Compute positive moment
VIEWStep 5: Compute negative moment
VIEWStep 6: Design the bottom reinforcement
VIEWStep 7: Design the negative reinforcement
VIEWStep 8: Check for deflection
VIEWStep 9: Check for Shear
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