#advatages #disadvantages #structuralsteel #HINDI
IN THIS VIDEO, I WILL EXPLAIN ABOUT DESIGN OF WELDED CONNECTION IN HINDI ...
IMPORTANT BOOKS LINK 👇
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👉BUY 33 PRESANTATION
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👉DESIGN OF PILE CAP AND PILE FOUNDATION
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👉DESIGN OF BOLTED AND WELDED CONNECTION (ALL TOPICS)
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👉 ADVANTAGES AND DISADVANTAGES OF WELDED CONNECTIONS
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👉 DESIGN OF BOLTED CONNECTION || EXAMPLE -2
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👉 DESIGN OF BOLTED CONNECTION || EXAMPLE -1
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👉 ADVANTAGES AND DISADVANTAGES OF USING STRUCTURAL STEEL
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👉 DESIGN OF PILE CAP
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👉 DESIGN OF PILE FOUNDATION
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👉 DESIGN OF TAPERED CANTILIVER BEAM
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👉 HOW TO CALCULATE DEVELOPMENT LENGTH AS PER IS : 456-2000 OR SP-16??
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👉 WHAT IS DEVELOPMENT LENGTH OF BAR?
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👉 DESIGN OF CANTILEVER BEAM
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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 CONTINUOUS BEAM
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👉DESIGN OF DOUBLY TEE BEAM ( T-BEAM)
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👉HOW TO FIND MOMENT OF RESISTANCE OF DOUBLY TEE BEAM ?? || Fc LESS THAN Ft || CASE-2
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👉INTRODUCTION OF DOUBLY TEE BEAM AND HOW TO FIND MOMENT OF RESISTANCE OF DOUBLY TEE BEAM ?? || CASE-1
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👉 DESIGN OF TEE-BEAM (T-BEAM)
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👉 HOW TO CALCULATE AREA OF STEEL REQUIRED IN TEE BEAM ??
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👉 HOW TO FIND MOMENT OF RESISTANCE OF TEE BEAM ?? || CASE-3
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👉 HOW TO FIND MOMENT OF RESISTANCE OF TEE BEAM ?? || CASE-2
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👉 HOW TO FIND MOMENT OF RESISTANCE OF TEE BEAM ?? || CASE-1
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👉 INTRODUCTION OF T-BEAM
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👉 DESIGN OF CONTINUOUS BEAM WITH M D M
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👉 DISTRIBUTION OF LOADS FROM SLABS TO SUPPORTING BEAMS
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👉 DESIGN OF SINGLY RC BEAM
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👉 DESIGN OF DOUBLY RC BEAM
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👉 STEPS FOR DESIGN OF SHEAR REINFORCEMENT AS PER IS : 456-2000
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👉DESIGN OF OVERHEAD RECTANGULAR 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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👉 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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