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Civil Inside
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Distribution of Earthquakes | Hindi | Part-11 | Engineering Geology |
Study Distribution of Earthquakes.
Earthquakes Part-1: ua-cam.com/video/Y7t4EOnBcBw/v-deo.html
Earthquake Waves Part-2: ua-cam.com/video/uhJqbFEaymU/v-deo.html
Intensity of Earthquakes Part-3: ua-cam.com/video/E9q5PmUWoD8/v-deo.html
Isoseismal Lines Part-4: ua-cam.com/video/kxWJ026yImQ/v-deo.html
Epicentre of Earthquakes Part-5: ua-cam.com/video/cPjzfuy2Ais/v-deo.html
Depth of Focus Part-6: ua-cam.com/video/aZsFg9b8xHU/v-deo.html
Magnitude of Earthquakes Part-7: ua-cam.com/video/1GfWI7SUyGQ/v-deo.html
Recording of Earthquakes Part-8: ua-cam.com/video/HaNyCNhRdGA/v-deo.html
Causes of Earthquakes Part-9: ua-cam.com/video/paMnxTWeAa4/v-deo.html
Classifications of Earthquakes Part-10: ua-cam.com/video/OGNwwxzZ0Xw/v-deo.html
Distribution of Earthquakes Part-11: ua-cam.com/video/dR9Y2z7ULVs/v-deo.html
Folds in Engineering Geology: ua-cam.com/video/RZufKh1s7vc/v-deo.html
Faults in Engineering Geology: ua-cam.com/video/7AwqL5rIkps/v-deo.html
Joints in Engineering Geology: ua-cam.com/video/bdUTf-zO34I/v-deo.html
Dip & Strike: ua-cam.com/video/Ic96Yd-TgTo/v-deo.html
Weathering: ua-cam.com/video/FlyXTHP3DK4/v-deo.html
Weathering Agents: ua-cam.com/video/MMVNpMZp6LQ/v-deo.html
Factors Influencing Weathering: ua-cam.com/video/j7ob0uM-xNo/v-deo.html
Resulting Features of Weathering: ua-cam.com/video/ESpmzf6ibi0/v-deo.html
Igneous Rocks Introduction & Classification: ua-cam.com/video/5dSfVbHrCGU/v-deo.html
Mode of Occurrence of Igneous Rocks: ua-cam.com/video/PWDGYOp4CLM/v-deo.html
Mode of Formation of Igneous Rocks: ua-cam.com/video/SWa1ekp-Hk0/v-deo.html
Textures of Igneous Rocks: ua-cam.com/video/y1N6McgnAA8/v-deo.html
Important Igneous Rock Types: ua-cam.com/video/4inRX33p3wI/v-deo.html
Sedimentary Rocks Introduction & Classification: ua-cam.com/video/p0JNLOsA9Is/v-deo.html
Formation of Sedimentary Rocks: ua-cam.com/video/2l1pLuAvET8/v-deo.html
Textures of Sedimentary Rocks: ua-cam.com/video/EDQI0ja_y_s/v-deo.html
Structures of Sedimentary Rocks: ua-cam.com/video/qXyZBJeP9aU/v-deo.html
Important Sedimentary Rock Types: ua-cam.com/video/9yAzzFipsTw/v-deo.html
Metamorphic Rocks Introduction & Classification: ua-cam.com/video/wz1bdE2hmYs/v-deo.html
Metamorphism: ua-cam.com/video/aOi87hFzHtU/v-deo.html
Textures of Metamorphic Rocks: ua-cam.com/video/db3Fji61Fys/v-deo.html
Structure of Metamorphic Rocks: ua-cam.com/video/DO5CmKzv1j8/v-deo.html
Important Metamorphic Rock Types: ua-cam.com/video/o8z06WVBI1A/v-deo.html
Переглядів: 4 633

Відео

Classification of Earthquakes | Hindi | Part-10 | Engineering Geology |
Переглядів 1,9 тис.3 роки тому
Study Different Classifications of Earthquakes. Earthquakes Part-1: ua-cam.com/video/Y7t4EOnBcBw/v-deo.html Earthquake Waves Part-2: ua-cam.com/video/uhJqbFEaymU/v-deo.html Intensity of Earthquakes Part-3: ua-cam.com/video/E9q5PmUWoD8/v-deo.html Isoseismal Lines Part-4: ua-cam.com/video/kxWJ026yImQ/v-deo.html Epicentre of Earthquakes Part-5: ua-cam.com/video/cPjzfuy2Ais/v-deo.html Depth of Focu...
Causes of Earthquakes | Hindi | Part-9 | Engineering Geology |
Переглядів 15 тис.3 роки тому
Study Different Causes of Earthquakes. Earthquakes Part-1: ua-cam.com/video/Y7t4EOnBcBw/v-deo.html Earthquake Waves Part-2: ua-cam.com/video/uhJqbFEaymU/v-deo.html Intensity of Earthquakes Part-3: ua-cam.com/video/E9q5PmUWoD8/v-deo.html Isoseismal Lines Part-4: ua-cam.com/video/kxWJ026yImQ/v-deo.html Epicentre of Earthquakes Part-5: ua-cam.com/video/cPjzfuy2Ais/v-deo.html Depth of Focus Part-6:...
Recording of Earthquakes | Hindi | Part-8 | Engineering Geology |
Переглядів 1,1 тис.3 роки тому
Study How Earthquakes are Recorded. Earthquakes Part-1: ua-cam.com/video/Y7t4EOnBcBw/v-deo.html Earthquake Waves Part-2: ua-cam.com/video/uhJqbFEaymU/v-deo.html Intensity of Earthquakes Part-3: ua-cam.com/video/E9q5PmUWoD8/v-deo.html Isoseismal Lines Part-4: ua-cam.com/video/kxWJ026yImQ/v-deo.html Epicentre of Earthquakes Part-5: ua-cam.com/video/cPjzfuy2Ais/v-deo.html Depth of Focus Part-6: ua...
Magnitude of Earthquakes | Hindi | Part-7 | Engineering Geology |
Переглядів 3,7 тис.3 роки тому
Magnitude of Earthquakes | Hindi | Part-7 | Engineering Geology |
Depth of Focus in Earthquakes | Hindi | Part-6 | Engineering Geology |
Переглядів 2,3 тис.3 роки тому
Depth of Focus in Earthquakes | Hindi | Part-6 | Engineering Geology |
Epicentre of Earthquakes | Hindi | Part-5 | Engineering Geology |
Переглядів 2,4 тис.3 роки тому
Epicentre of Earthquakes | Hindi | Part-5 | Engineering Geology |
Isoseismal Lines in Earthquakes | Hindi | Part-4 | Engineering Geology |
Переглядів 3,3 тис.3 роки тому
Isoseismal Lines in Earthquakes | Hindi | Part-4 | Engineering Geology |
Intensity of Earthquakes | Hindi | Part-3 | Engineering Geology |
Переглядів 3,2 тис.3 роки тому
Intensity of Earthquakes | Hindi | Part-3 | Engineering Geology |
Earthquake Waves in Engineering Geology | Hindi | Part-2 | Engineering Geology |
Переглядів 3,9 тис.3 роки тому
Earthquake Waves in Engineering Geology | Hindi | Part-2 | Engineering Geology |
Earthquakes In Engineering Geology | Hindi | Part-1 | Intro | Engineering Geology |
Переглядів 8 тис.3 роки тому
Earthquakes In Engineering Geology | Hindi | Part-1 | Intro | Engineering Geology |
Estimate of RCC Retaining Wall | | Hindi | Lec-22 | Estimation & Costing |
Переглядів 28 тис.3 роки тому
Estimate of RCC Retaining Wall | | Hindi | Lec-22 | Estimation & Costing |
Resulting Features of Weathering | Hindi | Engineering Geology |
Переглядів 1,6 тис.3 роки тому
Resulting Features of Weathering | Hindi | Engineering Geology |
Factors Influencing Weathering | Hindi | Weathering | Engineering Geology |
Переглядів 5 тис.3 роки тому
Factors Influencing Weathering | Hindi | Weathering | Engineering Geology |
Weathering Agents in Engineering Geology | Hindi | Weathering | Engineering Geology |
Переглядів 4,6 тис.3 роки тому
Weathering Agents in Engineering Geology | Hindi | Weathering | Engineering Geology |
Weathering In Engineering Geology | Hindi | Intro | Engineering Geology |
Переглядів 12 тис.3 роки тому
Weathering In Engineering Geology | Hindi | Intro | Engineering Geology |
Wear on Rails in Railways | Part-2 | Hindi | Railway Engineering |
Переглядів 5 тис.3 роки тому
Wear on Rails in Railways | Part-2 | Hindi | Railway Engineering |
Wear on Rails in Railways | Part-1 | Hindi | Railway Engineering |
Переглядів 9 тис.3 роки тому
Wear on Rails in Railways | Part-1 | Hindi | Railway Engineering |
Rail Failures in Railways | Hindi | Railway Engineering |
Переглядів 8 тис.3 роки тому
Rail Failures in Railways | Hindi | Railway Engineering |
Buckling of Rails in Railways | Hindi | Railway Engineering |
Переглядів 7 тис.3 роки тому
Buckling of Rails in Railways | Hindi | Railway Engineering |
Kinks in Rails | Hindi | Railway Engineering |
Переглядів 3,3 тис.3 роки тому
Kinks in Rails | Hindi | Railway Engineering |
Hogged Rails in Railways | Hindi | Railway Engineering |
Переглядів 2,8 тис.3 роки тому
Hogged Rails in Railways | Hindi | Railway Engineering |
Corrugated or Roaring Rails in Railways | Hindi | Railway Engineering |
Переглядів 2,3 тис.3 роки тому
Corrugated or Roaring Rails in Railways | Hindi | Railway Engineering |
Dip & Strike in Engineering Geology | Hindi | Structural Geology |
Переглядів 23 тис.3 роки тому
Dip & Strike in Engineering Geology | Hindi | Structural Geology |
Selection & Length of Rail Section in Railways | Hindi | Railway Engineering |
Переглядів 2,7 тис.3 роки тому
Selection & Length of Rail Section in Railways | Hindi | Railway Engineering |
Types of Rail Sections in Railways | Hindi | Railway Engineering |
Переглядів 11 тис.3 роки тому
Types of Rail Sections in Railways | Hindi | Railway Engineering |
Rail Section In Railways | Intro | Hindi | Railway Engineering |
Переглядів 1,9 тис.3 роки тому
Rail Section In Railways | Intro | Hindi | Railway Engineering |
Design of Cantilever Slab | Hindi | Slabs | IS 456:2000 | Design of Concrete Structures |
Переглядів 14 тис.3 роки тому
Design of Cantilever Slab | Hindi | Slabs | IS 456:2000 | Design of Concrete Structures |
Design of Continuous Slab | Hindi | Slabs | IS 456:2000 | Design of Concrete Structures |
Переглядів 12 тис.3 роки тому
Design of Continuous Slab | Hindi | Slabs | IS 456:2000 | Design of Concrete Structures |
Estimate of RCC Column with Foundation | Hindi | Lec-21 | Estimation & Costing |
Переглядів 23 тис.3 роки тому
Estimate of RCC Column with Foundation | Hindi | Lec-21 | Estimation & Costing |

КОМЕНТАРІ

  • @PadamBc-j8q
    @PadamBc-j8q 6 годин тому

    thanks

  • @Harrydaadawala
    @Harrydaadawala 12 годин тому

    Start from 1:35

  • @Viveksaxena-t9n
    @Viveksaxena-t9n 4 дні тому

    Stirrups ki lenth 2.42 he na ki 2.24 kyonki isme 18 into D hoga jo 0.18 ayega isliye 2.24+0.18 = 2.42 yahi book main bhi he answer

    • @Harrydaadawala
      @Harrydaadawala 8 годин тому

      Yes bro...I also saw...but the formula for Calculating the stirrups length is L= 2(A+B)+ extra length... I don't know....is there is requirement of 18×dia

    • @Viveksaxena-t9n
      @Viveksaxena-t9n 8 годин тому

      @Harrydaadawala thanks brother

  • @basharatzahoor5325
    @basharatzahoor5325 6 днів тому

    Sir staircase ka video ni h

  • @Khareedo_official
    @Khareedo_official 9 днів тому

    for all those who are wondering that in transverse calculation 194 kese aaya........... hmne 500 mm ni 0.5 m lena haii. Bcz all dimentions are in mm

  • @Realaxomicon
    @Realaxomicon 10 днів тому

    Nit Srinagar students before 1 hours of exam 😢😢😢😢😢

  • @RetardPlays21
    @RetardPlays21 11 днів тому

    Thank You Sirji❤️🙏🙌😍🌷

  • @informative354
    @informative354 12 днів тому

    But we will design the limiting section by exceeding the width only??

  • @NIKHILKUMARGUPTA-y5u
    @NIKHILKUMARGUPTA-y5u 16 днів тому

    Which book referred by you

  • @ramesh.bishnoi
    @ramesh.bishnoi 16 днів тому

    Kal exam Hai mera

  • @hariomchandra9048
    @hariomchandra9048 16 днів тому

    Question meh 1-cm bend bottom meh dia nahi he toh 10pm upper portion ke liye add hona chahiye na?.aur pi d pi *22 hi hoga na ki 30

  • @noONEknowsME766
    @noONEknowsME766 17 днів тому

    SPAN IS 6 m ,BUT ACORDING TO YOUR CALCULATION : DROP PANEL + MIDDLE STRIP + DROP PANEL =9 m, HOW???

  • @sulaimkhan-c7p
    @sulaimkhan-c7p 17 днів тому

    thankyou sm sir your efforts are remarkable

  • @ONSPOTTRAVEL
    @ONSPOTTRAVEL 17 днів тому

    ag ta value niklna sikhaye

  • @khushaljadhao9283
    @khushaljadhao9283 20 днів тому

    Thank you 😊

  • @aryansinghtiwari
    @aryansinghtiwari 20 днів тому

    very good explanation

  • @hariomchandra9048
    @hariomchandra9048 21 день тому

    D/sin45 -d/tan45 = .4142 d Ara he ye .45d kyu lia

  • @tribalfansofficial499
    @tribalfansofficial499 21 день тому

    Sir step calculat diameter of the dom me D or r ki Velu kese aay

  • @vedanshgarg7938
    @vedanshgarg7938 21 день тому

    8:40

  • @IsaackPraygod-o2k
    @IsaackPraygod-o2k 22 дні тому

    Please simplify it

  • @IsaackPraygod-o2k
    @IsaackPraygod-o2k 22 дні тому

    Sir please your English is more complicated

  • @abhi4260
    @abhi4260 24 дні тому

    sir IS CODE konsa use kar na hai

    • @_syed_sameer20
      @_syed_sameer20 15 днів тому

      Without code it has to be done he said in starting and but IS 456 and SP16 has to be used in this subject

  • @yuvaarora6619
    @yuvaarora6619 24 дні тому

    Is this numerical done with LSM or WSM method???

  • @Anime-World896
    @Anime-World896 24 дні тому

    Derivation chahiye

  • @yogikotnala8949
    @yogikotnala8949 25 днів тому

    GBPIET like button ✅

  • @RetardPlays21
    @RetardPlays21 26 днів тому

    Thanks Sirji🙏💚❤️💛🌺🌷🪷

  • @bishwathakur3600
    @bishwathakur3600 26 днів тому

    GOAT

  • @ONSPOTTRAVEL
    @ONSPOTTRAVEL 28 днів тому

    Sir factor moment nhi nikal ke design shear moment vi kar sakte he .

  • @rajendrayeole2670
    @rajendrayeole2670 Місяць тому

    What if there is moment and shear force alongwith vertical load? Please design with this scenario

  • @ashika4855
    @ashika4855 Місяць тому

    Sir,my faculty told me to take less spacing than whatever we get from the formula but you took little more ( 179.9 as 180 mm ,as per my faculty it may be 175 mm ) ...which one is correct please let me know?

  • @Coloursss27
    @Coloursss27 Місяць тому

    sir IS code me simply supported ke liye L/D ki value 20 di gayi hai or aapne 25 li hai. kaise or kyu??

  • @niteshbhura9807
    @niteshbhura9807 Місяць тому

    this lecture is helpfull for us

  • @drp309
    @drp309 Місяць тому

  • @RatneshSharma-p3d
    @RatneshSharma-p3d Місяць тому

    Check for development length me Ld ki value zyada aa rhi h. Your calculation is wrong. Ld agar zyada aae to us case me kya krenge??

  • @SawanRajput-ft2ng
    @SawanRajput-ft2ng Місяць тому

    U are reading them not explaining

  • @SushilKumar-sy5xs
    @SushilKumar-sy5xs Місяць тому

    Super

  • @anonymous-eo7uu
    @anonymous-eo7uu Місяць тому

    Why u are not uploading videos on rectangular watertank

  • @suryangolhani1
    @suryangolhani1 Місяць тому

    Nice Video

  • @RaushanKumar-lg9em
    @RaushanKumar-lg9em Місяць тому

    Sir length of tangent =2RTan@/2 , @=angle

  • @harpreetdhaliwal5945
    @harpreetdhaliwal5945 Місяць тому

    Thanks sir ❤

  • @PSLOfficial2024
    @PSLOfficial2024 Місяць тому

    Sir 29:24 py jo total chord ly rhy ho 12 chord and dusri jo hn Cn=14.42 and C1=10m hy to ye sary sir Sub chord 14 kisy ho rhy hn ye to 48 honi chaiye na please sir rply

  • @roshidulislam6572
    @roshidulislam6572 Місяць тому

    Sir minimum eccentricity Ka jo formula hain oha pe (L) Ka value 4000 Kew hua matlb randomly Lena parega

    • @yoginid894
      @yoginid894 15 днів тому

      Length of column.. Given hai

  • @PiyushKumar-ex8yl
    @PiyushKumar-ex8yl Місяць тому

    nice explaination

  • @swarajh6084
    @swarajh6084 Місяць тому

    Sir thank you very much 😊

  • @rajeshkardam6330
    @rajeshkardam6330 Місяць тому

    Ye apko railway k pqrs site work pe milegi

  • @swarajh6084
    @swarajh6084 Місяць тому

    ❤❤❤

  • @armosinkhan5781
    @armosinkhan5781 Місяць тому

    Kuchh samjh main nahi aaya.😢😮😮

  • @marjumette459
    @marjumette459 Місяць тому

    WELL EXPLAINATION I LIKE IT....

  • @dnyikango1
    @dnyikango1 Місяць тому

    I think 325 mm is too high for D, we can reduce it by using the modification factor between 1.2 &1.5

  • @swatijadhav3388
    @swatijadhav3388 Місяць тому

    Sir, your teaching is fabulous. I cleared my Engineer DDRCS year with your lecture