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Note: 1) Please write all your calculations not just the result (no point will be awarded for results only) Pg. 1 of 8 Given:
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Answer #1

Solution:- As per given below,

toiven. . tc = 5ks - 34.50 N/mm fy = Goksi= 415 N/mm2. Loading Dead load = goo Iblft² = 142KNime Live Load = 4000 lblat² - 19

9. Bending moment calculations According to IS 456:2000, Table No. 26. The slab has all four edges discontinous, Shorter spanGiven thickness of slab is not adequate for applied loadings. Shear force produced is also huge.

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