Answer / subhasbabu

FIND THE END CONDITIONS OF THE SLAB, CHECK WHETHER THE SLAB
IS ONE WAY? OR tWO WAY? THROUGH LENGTH / BREADTH RATIO <2 OR
>2 THEN CALCULATE THE COMING LOADS ON IT, ASSUME THE % OF
STEEL FOR GROSS SECTION OF THE SLAB COMPARE THE % OF STEEL
WITH THE STEEL GETTING FROM BENDING MOVEMENT EQUATION FIND
THE % OF STEEL FALLS WITH IN THE LIMIT OF GRAPH OF IS
CODE.THE % MUST BELOW THE % INDICATED IN GRAPH OF IS CODE IF
NOT DESIGN TO BE REVISE

what do you mean by fe500d what is 500 n what's ,d,

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1) what is the seewage discharge per person per day taken for design purpose as per IS codes? 2) how to convert gauge to MM like if we measure 18G as our door frame then how much is it in MM ? 3) how much binding wire is required ti tie 100kg steel ? 4) while making rings in steel reinforcement , whether the corners of rings are deducted to take out cutting length ? 5) how much carbon content should be there in steel used for construction purpose? 6) what are fe415 & fe 500 and which bars are used in general civil works?

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