#RECTANGULARUNDERGROUNDTANK
#L/BLESSTHAN2
IN THIS VIDEO, I WILL EXPLAIN ABOUT DESIGN OF RECTANGULAR UNDERGROUND TANK || L/B LESS THAN 2 CASE ...
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IMPORTANT BOOKS LINK 👇
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👉 CURTAILMENT OF BARS IN WATER TANK
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DESIGN OF RECTANGULAR TANK - RESTING ON GROUND || L/B GREATER THAN 2 CASE || PART-2
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👉DESIGN OF RECTANGULAR TANK - RESTING ON GROUND || L/B GREATER THAN 2 CASE || PART-1
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👉 DESIGN OF RECTANGULAR TANK - RESTING ON GROUND || PART-3
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👉 DESIGN OF RECTANGULAR TANK - RESTING ON GROUND || PART-2
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👉 DESIGN OF RECTANGULAR TANK - RESTING ON GROUND || PART-1
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👉 REQUIREMENTS OF REINFORCEMENT FOR BEAM AS PER IS : 456-2000
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👉 DESIGN OF COUNTERFORT RETAINING WALL || PART-5
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👉 DESIGN OF COUNTERFORT RETAINING WALL || PART-4
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👉 DESIGN OF COUNTERFORT RETAINING WALL || PART-3
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👉 DESIGN OF COUNTERFORT RETAINING WALL || PART-2
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👉 DESIGN OF COUNTERFORT RETAINING WALL || PART-1
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👉 DESIGN OF CANTILEVER RETAINING WALL || PART-1
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👉 DESIGN OF RECTANGULAR COMBINED FOOTING || PART-4
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👉 DESIGN OF RECTANGULAR COMBINED FOOTING || PART-3
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👉 DESIGN OF RECTANGULAR COMBINED FOOTING || PART-2
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👉 DESIGN OF RECTANGULAR COMBINED FOOTING || PART-1
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👉 STEPS FOR DESIGN OF SHEAR REINFORCEMENT AS PER IS : 456-2000
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👉 DESIGN OF SHEAR REINFORCEMENT AS PER IS : 456-2000
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👉 DESIGN OF ISOLATED SQUARE COLUMN PAD FOOTING WITH DOWEL BARS AS PER IS 456-2000
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👉 DESIGN OF ISOLATED SQUARE COLUMN SLOPED FOOTING WITH DOWEL BARS AS PER IS 456-2000
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👉 EFFECTIVE SPAN OF CONTINUOUS BEAM OR SLAB AS PER IS: 456-2000
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👉 EFFECTIVE SPAN OF SIMPLY SUPPORTED BEAM OR SLAB AS PER IS: 456-2000
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👉 EFFECTIVE SPAN OF CANTILEVER AS PER IS: 456-2000
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👉 DESIGN OF ONE WAY SIMPLY SUPPORTED SLAB WITH BENT UP BAR || PART-2
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👉 DESIGN OF ONE WAY SIMPLY SUPPORTED SLAB WITH BENT UP BAR || PART-1
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👉 DESIGN OF SIMPLY SUPPORTED SLAB WITH CHIPYA BAR
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👉 WHAT IS SHEAR FORCE AND BENDING MOMENT?? || FIVE MOST USEFUL S.F.D. AND B.M.D. ||
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👉 HOW TO CALCULATE DEVELOPMENT LENGTH AS PER IS : 456-2000 OR SP-16??
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👉 HOW TO FIND SPACING OF STEEL BAR?
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👉 HOW TO FIND AREA OF STEEL BAR ?
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