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Case Example 2:
A 4 x 5.5 meters 175 mm thick slab is resting on a 250 mm thick wall.
Concrete grade M25, Steel grade Fe415, Clear cover 15 mm.
Short span 10 mm steel bar @ 120 mm c/c ; Long span 10 mm steel bar @ 220 mm c/c
Assume live load 8 kN/m^2 add 0.8 kN/m^2 finish dead load. Analyze the design.
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