Question
Download Solution PDFIn case of two way slab, the limiting deflection of the slab is:
Answer (Detailed Solution Below)
Detailed Solution
Download Solution PDFA slab is always designed for a shorter span.
As per clause 24.1 of IS 456:2000,
The shorter of the two spans should be used to determine the span to effective depth ratios (A-value).
For spans up to 3.5 m and with mild steel reinforcement, the span to overall depth ratios satisfying the limits of vertical deflection for loads up to 3 kN/m2 is as follows:
|
S.No |
Type |
A-value |
|
1. |
Simply supported slab |
35 |
|
2. |
Continuous slab |
40 |
Last updated on Mar 4, 2025
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