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WHY SHEAR FORCE & BENDING MOMENT ZERO AT FREE END .WHICH POINT HAS MAXIMUM SF & BENDING MOMENT

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why Shear force & bending moment zero at free end in Portico slab /beam Practical understanding why Shear force & Bending moment zero at free end cantilever portico slab beam Dash link subscribe & bell icon to know more: , https://youtube.com/c/CivilStructuralTechGuruji #cstechguruji#subscribe#structuralanalysis civil Engineering #rccdesign, reinforcement, reinforced concrete portico design building construction I have explained following: A cantilever is  a beam supported only at one end, with load carried over the overhanging . This is in contrast to a simply-supported beam, which is supported at both ends. Cantilevers provide a clear space underneath the beam without any supporting columns or bracing. 1.what is SF at free end of the cantilever beam? 2.what is the shape of BMD with cantilever beam with load at whole span? 3.How do you draw SFD and BMD for cantilever beam? 4.How do you draw SFD  for cantilever beam?

What difference between Effective Depth & Effective cover in rcc beam

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  What difference between Effective Depth & Effective cover in rcc beam what is effective depth in rcc beam? Effective depth of the beam and slab is the distance between extreme compressive concrete fibre to the centroid of tension reinforcement in section under flexural condition. And in another words it is described as distance from the centroid of tension Steel to the outermost face of compression fibre.   Upper concrete fibre of slab and beam is known as compression fibre and reinforcement provided in compression fibre is known as compression Steel   *lower concrete fibre of beam and slab is known as tension fibre In case of two layers of steel then the effective depth of beam (d ) is the distance from the compression face to the center of gravity of the tension reinforcement. *The  reinforcement provided in tension fibre is known as tension Steel. ‌ due to flexural nature it undergoes only shear stress and bending moment not buckling. * Effective depth of beam is quite

WATCH NEXT TO KNOW MORE BEST VIDEOS ON CONSTRUCTION ,RCCDESIGN, STRUCTURAL ANALYSIS, TRUSSES, CANTILEVER BEAM , BUILDING BY-LAWS, CIVIL STRUCTURES ENGINEERING

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Thanking you to all my Subscribers for awesome supports & response due to that my youtube channel has upgraded I respect and thankful to all my subscribers for   your awesome support & response in  upgrading my  channel in short time for more than 2.81K Organic Subscribers who always stand with me in all up & down situations.My channel sustained among many big channels only due to genuinely published videos on mathematical modelling with practical solved examples in Structural Engineering, Civil Engineering, Structural RCC Design, Interview relevant Videos, Construction management, Concrete Technology and some Equipment related lectures on Civil Engineering.  #cstechguruji Thanks & Regards Er Hari Know more .. Join me at following sites:- Youtube channel https://youtube.com/c/  CivilStructuralTechGuruji Instagram https://www.instagram.com/cs_techguruji?r=nametag My google blogs Post https://civil-structures-techguruji.blogspot.com/ 1) https://you

THANKS TO ALL MY SUBSCRIBERS CIVIL STRUCTURES TECHGURUJI YOUTUBE CHANNEL FOR CIVIL STRUCTURES ENGINEERING AND PEOPLE WHO KEEP INTEREST IN CONSTRUCTIONS

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https://youtu.be/eCJkuKBcCJw Construction, RCCdesign, structural Analysis, practical understanding ,solved example in SFDBMD,Trusses and more   I respect and thankful to all my subscribers for   your awesome support &  responsonse in  upgrading my  channel in short time for more than 2.81K Organic Subscribers who always stand with me in all up &  down situations.My channel sustained among many big channels only due to genuinely published videos on mathematical modelling with practical solved examples in  Structural Engineering, Civil Engineering, Structural RCC Design, Interview relevant  Videos, Construction management, Concrete Technology and some Equipment related lectures on Civil Engineering.  #cstechguruji Thanks & Regards Er Hari Know more .. Join me at following sites:- Youtube channel https://youtube.com/c/  CivilStructuralTechGuruji Instagram https:/

SUPERTECH ECO VILLAGE 1 GREATER NOIDA WEST **WHY RESIDENTS ARE WORRY, AFRAID & FEELING DISTRESS NOW DAYS https://youtu.be/B-u4LJj751Y

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Supertech Eco Village1 Greater Noida West why Residents are panic , afraid nowadays https://youtu.be/B-u4LJj751Y It is reported that recent cracks and sagging of rcc beam in the residential society of Supertech Eco Village1 Greater Noida West has created panic, Distress.   The dwellers of this society has reported the above to maintance team and Head Office of Super Tech but no action has been taken to fix and solve the problems .   The residents have reported the deteriorated condition of society to Greater Noida Authority . As per Me Manish the poor maintenance and repair are main reason for the above problems.   The jacks in form of centring have been erected by society's maintenance people.    But whether this is solution of the above serious problem happened due to cracked beam. Moreover sewerage Treatment Plant put in the basement has created lot of problems due to water logging.   These are a few things created lot of problems . All affect

HOW TO BUILD IDEAL EARTH QUICK RESISTANT BUILDING AT LOW PRICE BY ER HARI SPECIALIZED IN STRUCTURAL ENGINEERING

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HOW TO BUILD IDEAL EARTH' QUICK RESISTANT BUILDING AT LOW COST

SETTINGS OUT EXCAVATION LINES FOR BUILDING,HOW TO PUT RCC COLUMN REINFORCEMENT BARS ON PCC BED

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How to give Layout for excavation center lines at site.How to lay column reinforcement on pcc bed https://youtu.be/7Hin5Wi6TKY   SETTINGS OUT EXCAVATION LINES FOR BUILDING,HOW TO PUT RCC COLUMN BAR ON PCC BED The settings out layout plan for excavation work for foundations trenches means bringing all the wall cetre lines on groud. 1.I have explained everything in the youtube channel video which are necessary to know before attempting job aspirants I the position of Project Engineer, Construction manager, Civil site supervisor 2 .How 3-4-5 methods is used practically to lay center lines at right angle to each other. 3.For settings right angles at land Theodolite or Prismatic compass may be also useful for VIP project. 4.How I dig excavation for Footings and how concrete work for Footings are executed. 5.How to lay down reinforcement jali for Footings and columns bars 6.What are the important precautions to be observed for quality control. 7.Minimum gr