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Master Civil Engineering
India
Приєднався 28 сер 2020
This channel has been created with a motive to provide video solution for various civil engineering questions from standard American books. The solutions will show you a full step-by-step procedure for solving questions.
Happy to Help!
Email : civilengineeringqa@gmail.com
Happy to Help!
Email : civilengineeringqa@gmail.com
Finding Length and Shift of Transition Curve as Per IRC Method| Solved Problem
In this video we will learn how to find the length and shift of transition curve as per the IRC Method
Question: Calculate the length of the transition curve and the shift of the transition curve using the following data:
Design Speed = 60 kmph
Radius of circular curve = 200 m
Pavement width including extra widening = 7.5 m
Allowable rate of introduction of superelevation( pavement rotated about the centre line ) = 1 in 150
#civilengineering #feexam #gatecivil #highwayengineering
Question: Calculate the length of the transition curve and the shift of the transition curve using the following data:
Design Speed = 60 kmph
Radius of circular curve = 200 m
Pavement width including extra widening = 7.5 m
Allowable rate of introduction of superelevation( pavement rotated about the centre line ) = 1 in 150
#civilengineering #feexam #gatecivil #highwayengineering
Переглядів: 13
Відео
Finding Consolidation Settlement at the Center and Edge for a Circular Footing| Solved Problem
Переглядів 4214 годин тому
In this video we will learn how to calculate consolidation settlement at the center and edge for a circular footing. #civilengineering #feexam #gatecivil #geotechnicalengineering #soilmechanics Question: A circular water tank 5 m diameter supports a uniform load of q = 400 kPa is supported on a sand layer 4 m thick that overlies 12 m thick layer clay. Below the clay is another layer of granular...
Finding Vertical Stress in a Soil Below a Uniformly Loaded Circular Area| Solved Problem
Переглядів 43День тому
In this video we will learn how to find Find Vertical Stress in a Soil Below a Uniformly Loaded Circular Area #civilengineering #geotechnicalengineering #soilmechanics #gatecivil #feexam
Finding Vertical Stress Increase in a Soil Due To Embankment Loading| Solved Problem
Переглядів 8314 днів тому
In this video we will learn how to calculate Vertical Stress Increase in a Soil Due To Embankment Loading using osterberg chart. #civilengineering #geotechnicalengineering #soilmechanics #feexam #gatecivil Question: For the embankment loading shown in Figure Below, determine the vertical stress increase at points A, B, and C
Finding Vertical Stress Increase Below a Uniformly Loaded Rectangular Area |Solved Problem
Переглядів 7914 днів тому
In this video we will learn how to find Vertical Stress Increase Below a Uniformly Loaded Rectangular Area using Influence Coefficient Table #civilengineering #geotechnicalengineering #feexam #gatecivil Question: A flexible rectangular area is subjected to a uniformly distributed load of q = 250 kN/m2 . Determine the increase in vertical stress, Δσz at a depth of z = 3 m under points A, B, and C
Detailed Estimate for Construction of Road Using Dense Bituminous Macadam and Bituminous Concrete
Переглядів 4721 день тому
In this video we will learn how to prepare Detailed Estimate for Construction of Road Using Dense Bituminous Macadam (DBM) of thickness 50 mm and Bituminous Concrete (BC) of thickness 40 mm #civilengineering #feexam #gateexam #highwayengineering #estimatingandcosting
AISC Critical Load Combinations For LRFD and ASD Design of Columns| Solved Problem
Переглядів 5221 день тому
AISC Critical Load Combinations For LRFD and ASD Design of Columns| Solved Problem
Detailed Estimate For Construction of Retaining Wall Using PWD Schedule of Rates (SOR) in Excel
Переглядів 7921 день тому
Detailed Estimate For Construction of Retaining Wall Using PWD Schedule of Rates (SOR) in Excel
Draw Stress Strain Curve of High Strength Steel in Excel and Find Yield Strength Using 0.2% Offset
Переглядів 8028 днів тому
Draw Stress Strain Curve of High Strength Steel in Excel and Find Yield Strength Using 0.2% Offset
Detailed Estimate for Construction of Road Using Bituminous Macadam & Semi Dense Bituminous Concrete
Переглядів 6528 днів тому
Detailed Estimate for Construction of Road Using Bituminous Macadam & Semi Dense Bituminous Concrete
Detailed Estimate for Construction of Road Using Water Bound Macadam (WBM) Grade-II| Rate Analysis
Переглядів 9728 днів тому
Detailed Estimate for Construction of Road Using Water Bound Macadam (WBM) Grade-II| Rate Analysis
Calculate Quantity of Earthwork in Banking and Cutting From Longitudinal or L - Section of Road
Переглядів 39Місяць тому
Calculate Quantity of Earthwork in Banking and Cutting From Longitudinal or L - Section of Road
Draw Longitudinal or L Section of Road in Excel and Find Quantity of Earthwork | Solved Problem
Переглядів 71Місяць тому
Draw Longitudinal or L Section of Road in Excel and Find Quantity of Earthwork | Solved Problem
Finding Shear and Moment Functions of a Simply Supported Beam in Terms of X| Solved Problem
Переглядів 30Місяць тому
Finding Shear and Moment Functions of a Simply Supported Beam in Terms of X| Solved Problem
Finding Weight of Hollow Rectangular, Hollow Square and Hollow Circular Structural Steel Sections
Переглядів 53Місяць тому
Finding Weight of Hollow Rectangular, Hollow Square and Hollow Circular Structural Steel Sections
Finding Stability of Slopes Using Taylor's Stability Number Chart| Factor of Safety of Slopes
Переглядів 200Місяць тому
Finding Stability of Slopes Using Taylor's Stability Number Chart| Factor of Safety of Slopes
Finding Settlement of Soil at Specific Time Interval From Degree of Consolidation| Solved Problem
Переглядів 62Місяць тому
Finding Settlement of Soil at Specific Time Interval From Degree of Consolidation| Solved Problem
Shear Force and Bending Moment Diagram of Statically Indeterminate Structure using Force Method
Переглядів 79Місяць тому
Shear Force and Bending Moment Diagram of Statically Indeterminate Structure using Force Method
Finding Tensile Strength of Double Angle and Adequacy for Given Loads Using AISC/ANSI 360
Переглядів 45Місяць тому
Finding Tensile Strength of Double Angle and Adequacy for Given Loads Using AISC/ANSI 360
Finding Skempton's Pore Pressure Coefficients from Triaxial Test Results|Solved Problem
Переглядів 135Місяць тому
Finding Skempton's Pore Pressure Coefficients from Triaxial Test Results|Solved Problem
Finding Axial Stress in Statically Indeterminate Composite Bars| Solved Problem
Переглядів 37Місяць тому
Finding Axial Stress in Statically Indeterminate Composite Bars| Solved Problem
Finding Reactions for a Statically Indeterminate Axially Loaded Bar| Solved Problem
Переглядів 59Місяць тому
Finding Reactions for a Statically Indeterminate Axially Loaded Bar| Solved Problem
Change in Effective Stress Due to Fluctuations in the Level of Water Table | Solved Problem
Переглядів 56Місяць тому
Change in Effective Stress Due to Fluctuations in the Level of Water Table | Solved Problem
Design of Beam Using Allowable Bending and Shear Stress|Solved Problem
Переглядів 72Місяць тому
Design of Beam Using Allowable Bending and Shear Stress|Solved Problem
Finding Coordinates of Centroid of a Composite Shape or Section| Solved Problem
Переглядів 20Місяць тому
Finding Coordinates of Centroid of a Composite Shape or Section| Solved Problem
Finding Moment of Inertia of Composite Shape About Y Axis| Solved Problem
Переглядів 42Місяць тому
Finding Moment of Inertia of Composite Shape About Y Axis| Solved Problem
Finding Moment of Inertia of Composite Shape About X-Axis|Solved Problem
Переглядів 74Місяць тому
Finding Moment of Inertia of Composite Shape About X-Axis|Solved Problem
Finding Tensile Strength of Double Channel Section Considering All Limit States Using AISC 360|LRFD
Переглядів 68Місяць тому
Finding Tensile Strength of Double Channel Section Considering All Limit States Using AISC 360|LRFD
Plotting Stress Strain Curve in Excel and Finding Modulus of Elasticity and Modulus of Resilience
Переглядів 93Місяць тому
Plotting Stress Strain Curve in Excel and Finding Modulus of Elasticity and Modulus of Resilience
Finding Stress Concentration Factor for an Axially Loaded Bar Having Hole and Fillet| Solved Problem
Переглядів 52Місяць тому
Finding Stress Concentration Factor for an Axially Loaded Bar Having Hole and Fillet| Solved Problem
Please send us an excel sheet representing these calculations of the California tolerance percentage for this sample
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Really nice video sir
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Today we have exams already shared the video
Thanks dear
best channel
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zabar10
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Thanks alot
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excellent The only one video that explain shear and tension
Thanks for watching dear
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per year? after 1 year you can't use it?
You have to subscribe once again and pay the subscription cost
@@MasterCivilEngineering omg thought was per life
For some Softwares you have to pay the purchase cost also
Thank you so much
Thanks for watching dear
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cheers lad
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@@MasterCivilEngineering aye will do lad my geomechanics module is dog shite and this the only way I learnt this active earth pressure
Merci beaucoup😊
My pleasure
Selamat malam ya sahabatku? Semoga selalu mendapat kesehatan panjang umur dan rejeki ya sahabatku
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May God Bless You With Good Health Too ❤️
Thank you so much... Very nice video
Thanks for watching dear
Thanks
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@@MasterCivilEngineering Our group has been able to obtain 1cm in-situ survey data up to 25m. The data has already been published in JGS. Data on locations where soil samples are difficult to obtain. We have measured up to the level of weathered rock. How to handle singularities in data reduction? We have determined C,φ by confirming and discussing the same soil strata. thank you. I'll study more.
Thanks for sharing the problem and solution, I have a question for question "C", why did you use the Ø' for drained test? shouldn't we apply Ø for drained condition?
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For finding failure plane angle in drained condition you have to take drained friction angle
For drained conditions you have to take effective stress parameters and for undrained conditions you have to take total stress parameters
Salam dari nondong Oliv ya sahabatku
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Good class
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Is water table won't affect the allowable pile load capacity??
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You can clearly see from the solution that water table is reducing the bearing capacity of pile
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@@MasterCivilEngineering Thanks!! Got it soft clay have no effect of water table here but during calculation of effective thrust of dense sand, minus the unit density of water which reduce the bearing capacity.
Glad to Know that video was helpful to you
you the king
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Excellent video!
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Sir what is A and n and m? A is the area of the corner footing or length?
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A and B are the sides of small square footing and m and n are the unitless coefficients which are used to determine Influence Coefficient
thank you mate you are amazing , i want to ask you if you have the excel file if you could send it
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thank you so much my friend. Exactly what I was looking for!
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Not helpful at all, no concept explained neither giving reasons !
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I m sorry to hear that video wasn't helpful to you, can you please elaborate where the solution lacked clarity
I guess total stress in A is wrong, 20*8.5 + 6*9.81.
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Yes the value of total stress is 20x8.5 + 9.81×6 = 228.8 KPa
Cccr is +0.0673 or -0.0673
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Combined correction for curvature and refraction is C = - 0.0673d^2 Where d is distance in Km and C is in m
Super Thanks👍
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PORE PRESSURE IS 130KPA. BUT THE VIDEO CREATOR COMMENTS 142KPA. VERY CONFUSING.
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Yes the pore pressure is 130.473 kPa, Thanks for correcting me it was a typing error.
How do you get the true rise show us
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True rise is the difference of Staff Readings when the level is at a midway
Is that the only possible block shear pattern?
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Yes for this example this is the only block shear failure pattern
how do you know when to calculate group index? Is it only for clayey and silty soils?
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You need to calculate group index when you have to classify soil according to AASHTO Soil Classification System and it is to be calculated for every soil whom you need to classify
thanks a lot
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What about an internal hinge in truss member?
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I will make a video covering this topic
how can we find the lowest point of elevation with same data is there any video can you guide ?
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Please see my other video about sag vertical curve in which I have shown how to calculate elevation of the lowest point of the curve
Thanks alot you made it look easy
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Is this test applicable for road construction sir?
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Yes the test is applicable for road construction
from where we get 9.81 to get weight of moist soil, sir?
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Weight = Mass(m) x Accleration due to gravity(g) Where g = 9.81 m/s2
how did you get the 97 as the relative compaction, sir?
oh found it hahaha thank you
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I hope your confusion was cleared
It is very weird to see drawing the line manually using the draw button. We can always plot the values to draw the line to get D10, D40 or D60 etc. You are just assuming the size of this each percent finer.
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I m not assuming the points but drawing lines exactly at 10% or 60% finer of soil to get value of D10 or D60
If you have any confusion please write it in a comment box and I will be happy to help you
You seems cool bro, Replying to comments🎉🎉
thank u
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Thanks. I have questions can one determine the thickness of subgrade layer or subgrade is a continuous layer without a specific thickness
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You have to select the subgrade with a given CBR and then find its thickness using the method given in the video
It is good teacher thank you
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Thanks a lot man.
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Thanks
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It may become more helpful if language is Hindi.
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I will take that into consideration dear
How you calculated the quadratic equation
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You can calculate the quadratic equation using a scientific calculator
It is perfect!! Thanks from Middle East Techn. University
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Please share this video with your friends to help the channel
If you find the video helpful, show your appreciation by sending a Super Thanks to Creator!
If you find the video helpful, show your appreciation by sending a Super Thanks to Creator!
If you find the video helpful, show your appreciation by sending a Super Thanks to Creator!
If you find the video helpful, show your appreciation by sending a Super Thanks to Creator!