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Slab Detail: Deflection Check

The document appears to be a technical report detailing the slab details and deflection checks for various panels labeled s1 through s20. It includes the panel details like dimensions, reinforcement details, and spacing. It also includes the required and actual deflection checks for each panel and indicates they are all within safe limits. The report references Indian code IS 456 for the deflection check calculations.

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ashish
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46 views1 page

Slab Detail: Deflection Check

The document appears to be a technical report detailing the slab details and deflection checks for various panels labeled s1 through s20. It includes the panel details like dimensions, reinforcement details, and spacing. It also includes the required and actual deflection checks for each panel and indicates they are all within safe limits. The report references Indian code IS 456 for the deflection check calculations.

Uploaded by

ashish
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLS, PDF, TXT or read online on Scribd
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SLAB DETAIL DEFLECTION CHECK

PANEL DETAILS REINFMNT. SPACING REQUIRED


DEFLECTION CHECK AS PER IS-456
panel panel condition Lx Ly w D DIA AREA Sx+ Sy+ Sx- Sy-
mkd. (as per table 26, Annex D : IS 456) M M T/M2 mm Ly/Lx mm mm2 mm c/cmm c/c mm c/c mm c/c STATUS

s1 4 TWO ADJ EDGE DISCONT. 5.6 7.86 1.3500 200 1.404 8 50.3 150 200 100 175 SAFE
s2 2 ONE SHORT EDGE DISCONT. 5.6 7.86 1.3500 175 1.404 8 50.3 175 225 125 175 SAFE
S3 1 INTERIOR PANEL 5.6 6.9 1.3500 175 1.232 8 50.3 200 225 150 225 SAFE
S4 3 ONE LONG EDGE DISCONT. 5.6 6.9 1.3500 190 1.232 8 50.3 175 200 125 200 SAFE
S5 4 TWO ADJ EDGE DISCONT. 2.4 3.6 1.3500 130 1.500 8 50.3 300 300 300 300 SAFE
s7 3 ONE LONG EDGE DISCONT. 2.2 2.8 1.3500 130 1.273 8 50.3 300 300 300 300 SAFE
s9 2 ONE SHORT EDGE DISCONT. 2.8 4.2 1.3500 130 1.500 8 50.3 300 300 300 300 SAFE
s10 2 ONE SHORT EDGE DISCONT. 1.7 1.8 1.3500 130 1.059 8 50.3 300 300 300 300 SAFE
s12 2 ONE SHORT EDGE DISCONT. 2.8 4.2 1.3500 130 1.500 8 50.3 300 300 300 300 SAFE
s15 6 TWO LONG EDGE DISCONT. 2.7 3.8 1.3500 130 1.407 8 50.3 300 300 NMNL 300 SAFE
s16 1 INTERIOR PANEL 2.63 2.63 1.3500 130 1.000 8 50.3 300 300 300 300 SAFE
s18 4 TWO ADJ EDGE DISCONT. 2.9 3.3 1.3500 130 1.138 8 50.3 300 300 300 300 SAFE
s19 4 TWO ADJ EDGE DISCONT. 5.7 5.8 1.3500 190 1.018 8 50.3 200 200 150 150 SAFE
s20 5 TWO SHORT EDGE DISCONT. 5.6 8 1.3500 190 1.429 8 50.3 175 200 125 NMNL SAFE

concrete 20
reinforcement 500
clear cover 20
minm. %age 0.12

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