CSVTU Surveying 2 Unit 1 Slide 2 Triangulation - Signals , towers, strength, phase, extension of base line

CSVTU Surveying 2 Unit 1 Slide 2
 Triangulation - Signals , towers, strength, phase, extension of base line

Strength  of  Figures,  Station  marks  and  Signals,  Satellite  station, intersected and Resected points
field work- Reconnaissance
Intervisibility of station, Angular measurement
Base line measurement and its extension
Adjustment of Field observation and computation of co-ordinates.

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CSVTU Surveying 2 Unit 1 Slide 1 Triagulation - trilateration & Chains

surveying 2 Unit 1  Slide 1

Principle of Trilateration
Reduction of observation
Principle and classification of  Triangulation  System
Triangulation  chains
Grid iron system

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SED2 Unit5 Moment resistant design Slide 2

SED2 Unit5 Moment resistant design Slide 2

1) Attached bases (Base plate is firmly attached to column by welding or riveting)
Base with initially tensioned bolts.
Base plates with un-tensioned bolts.
Anchor Bolts not required to resist moment.
Anchor Bolts required to resist moment.
2) Un-Attached bases (Base plate not attached to column)
Anchor Bolts not required to resist moment.
Anchor Bolts required to resist moment.

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Unit 5- Members subjected to Bending and Axial forces- SLide 1

Unit 5- Members subjected to Bending and Axial forces- SLide 1
Design of Member Subjected to combined forces
Eccentricity of Load
Interaction Formula.

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Slide 1 - 2010 version pcloud - password - neeraj
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SED2 Unit 3 Slide 3 Slab and Gusseted Bases.

SED2 Unit 3 Slide 3 Slab and Gusseted Bases

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SED2 Unit 3 slide 2 Design of Built up sections: Lacing and batten plates

Design of Built up sections

Lacing and batten plates

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SED2 UNIT 3 Slide 1 Design of Compression members

SED2 UNIT 3 Slide 1 Design of Compression members

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SED 2 UNIT 2 Slide 7 Design of Tension members / Effective areas

SED 2 UNIT 2 Slide 7 Design of Tension members / Effective areas

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Surveying 2 CSVTU ENDSEM Question papers 2009,2010, 2011

Surveying 2 CSVTU ENDSEM Question papers 2009,2010, 2011

2009
2010
2011

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SED2 Unit 2 slide 6 Eccentric connections

SED2 Unit 2 slide 6
Eccentric connections of rivets/bolts / welded connections

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Sur 2 Assignment no 1 (Unit 5) Hydrographic surveying

Survey 2
Assignment no 1
(Unit 5) Hydrographic surveying

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Sur 2 Unit 5 SLide 3 Hydrographic surveying (plotting of soundings & Numericals)

Sur 2
Unit 5
Slide 3
Hydrographic surveying
(plotting of soundings & Numericals)

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Sur 2 Unit 5 Slide 2 Hydrographic Surveying( Methods of locating soundings)

Hydrographic Surveying
Methods of locating soundings
Reduction of soundings

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SED 2 UNIT 2 Slide 5 Fasteners- Bolts connection Design/ HSFG Bolts

SED 2 UNIT 2 Slide 5 Fasteners- Bolts connection Design/ HSFG Bolts

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SED2 UNIT 2 Slide 4 Welded connections / Numericals on Fillet weld / Butt weld

SED2 UNIT 2 Slide 4 Welded connections / Numericals on Fillet weld / Butt weld

Throat thickness
design of fillet weld & butt weld

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SED2 Unit 2 Slide 3 Types of welding joints / fillet weld

Types of welding  joints / fillet weld

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SED2 Unit 2 Slide 2 Fasteners (failure of Rivets & problems)

Failure of rivets

problems on Rivets

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SED2 UNIT 2 Slide 1 Fasteners (Rivets)

Rivets
Bolts
Nominal Diameter
Gross Diameter
Lap Joint
Butt Joint

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Surveying 2 Unit 3 Notes no 1 Tacheometric surveying

Surveying 2 Unit 3 Notes no 1 Tacheometric surveying

Notes on :
Tacheometery-Definitions
Principles of stadia systems.
Instrument constants
Construction and use of Reduction Tacheometers, Range Finders, EDM instruments
Total Station and their uses.
Study of Laser Distance Meter.

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Survey 2 Unit 5 Hydrographic Surveying Slide 1

Survey 2 Unit 5 Hydrographic Surveying 

Introduction

Equipment  required  for hydrographic  surveying

Tide Gauges

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Survey 2 unit 3 class 7 Electronic distance measuring devices, Range finders

Survey 2 unit 3 class 7

Electronic distance measuring devices, Range finders

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Survey 2 Unit 3 Class 6 - Construction and use of Reduction Tacheometers, Jeff cott tacheometer, Hammer Funnel auto reduction tacheometer

Survey 2 Unit 3 Class 6 - Construction and use of Reduction Tacheometers, Jeff cott tacheometer, Hammer Funnel auto reduction tacheometer

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Survey 2 Unit 3 Class 5 Laser Distance Meter & Total Station

Survey 2 Unit 3 Class 5
Topics Covered

Laser Distance Meter & Total Station

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Survey2 Unit 2 Adjustment computations Notes #1

Unit 2 Adjustment computations Notes #1

Definitions , most probable value , method of differences, normal equation & Numericals


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SED Notes Unit1 #1 (IS ROLLED SECTIONS)

SED Notes Unit1 #1
(IS ROLLED SECTIONS)
Properties of steel
Stress strain curve for mild and HYSD steel


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Sed2 class 10 Unit 1 Plastic Analysis of beams - Kinematic / Virtual work method

 Plastic Analysis of beams - Kinematic / Virtual work method

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SED2 Class 9 Unit 1 Plastic Analysis of Beams - Static /Equilibrium method

Plastic Analysis of Beams - Static /Equilibrium method

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Surveying 2 Unit 3 class 4 Subtense Method Subtense Bar & Error correction

Surveying 2 Unit 3 class 4
Topic
Subtense Method Subtense Bar & Error correction

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Sur 2 Unit 3 Class 3 Derivation of Distance and Elevation formula when line of sight is inclined upwards & downwards

Sur 2 Unit 3 Class 3
TopicsDerivation of Distance and Elevation formula when line of sight is inclined upwards & downwards, (staff is held perpendicular to suface)
Derivation of Distance and Elevation formula when line of sight is inclined upwards & downwards, (staff is held perpendicular to line of sight )

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Sur2 Lab manual Exp : To find the most probable value of angle for combined triangle by method of difference

Sur2 Lab manual Exp :

To find the most probable value of angle for combined triangle by method of difference

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Sur 2 Unit 3 Class 2 Fixed hair, Movable hair, Subtence method, Tangential Method , Derivation of Tacheometric constant K & C

Sur 2 Unit 3 Class 2
Principle of Stadia Method
Fixed hair, Movable hair, Subtence method, Tangential Method , Derivation of Tacheometric constant K & C

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Sur 2 Lab Manual Experiment - Tangential Method- Tacheometry- Inclined upwards

Sur 2 Lab Manual

Experiment - Tangential Method- Tacheometry- Inclined upwards

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Courtesy - IIT Faculty
NPTEL Program

SED 2 Slide 8 unit 1 Length of plastic zone in UDL and Numericals

SED 2 Slide 8 unit 1 Length of plastic zone in UDL and Numericals

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SED2 Slide 7 plastic hinge / length of plastic zone concentrated load

SED2 Slide 7 plastic hinge / length of plastic zone concentrated load

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Sur 2 Unit 3 Class 1 - Definitions , Advantages, Instruments used in Tacheometry

Sur 2 Unit 3 Class 1 - Definitions , Advantages, Instruments used in Tacheometry

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Surveying II Slide 6 - Most probable errors, propogation of errors , Questions of Levelling type

Surveying II Slide 6 -
Topics covered
Most probable errors, propogation of errors , Questions of Levelling type

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SED2 Slide 6 partially plastic moment / equal area axis

SED2 Slide 6
Partially plastic moment / equal area axis
Assumptions in plastic theory

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SED 2 Unit 1 slide 5 Limit state / working stress / Plastic theory / Shape factor / Plastic moment

SED 2 Unit 1 slide 5 Limit state / working stress / Plastic theory / Shape factor / Plastic moment

Design Theories
1) Elastic Design
or Working stress Method.
2) Limit State of Design.
3) Plastic Design
or Ultimate load design.

Elastic moment

Plastic moment

Shape factor

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SED 2 Unit 1 Slide 4 Question on Load Dead load / Live load

SED 2 Unit 1 Slide 4 Question on Load Dead load / Live load



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SED 2 Unit 1 Slide 3 Elastic & Plastic analysis theory

SED 2 Unit 1 Slide 3 Elastic & Plastic analysis theory

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SED 2 Unit 1 slide 2 Types of loads & Combination of loads

Steel structural design

Topics :

•1. Dead Load

•2. Live load

•3. Wind Load

•4. Impact load

•5. Seismic Load

•6. Snow Load

•7. Earth Pressure

•8. Temperature and erection effects

•9. Accidental loads.

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SED 2 (Design of steel structures) Unit 1 slide 1 Properties of structural steel

Properties of Structural Steel

 IS Rolled Sections

IS Specifications

Find links below

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Study of Autolevel

The aim of this tutorial is to introduce you to the automatic level and levelling head on the instrument. 

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Surveying II Unit-2 "Method of differences / Method of correlates/ Numerical on least squares" class 5

Surveying II Unit-2 "Method of differences / Method of correlates/ Numerical on least squares" class 5

Topic
Method of normal equations
Method of differences
Method of correlates
Numericals on Least square


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Surveying II Unit-2 Tutorial on "Most probable Value" class 4

normal equation, method of least squares, most probable value



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Surveying II Unit-2 Class-3 "Most probable Value"

Surveying II Unit-2 Class-3 "Most probable Value"

Topics:- types of equation
normal equation, method of least squares, most probable value

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Click here to download

Surveying Lab II Exp 14 Study of Total Station

Study of Total Station 

General:

            Total station is a combination of Electronic Theodolite and Electronic Distance Meter (EDM) in one unit. This instrument directly measures 3D co-ordinates, slope, horizontal and vertical distances. This has large internal memory of 3000 points to store field datas and can be directly down loaded to the computer from the instrument through interface cable.

Total Station 2 - File no 1- Click here to download

Surveying Lab II- Exp 10 & 11 Determination of elevation and distance when line of sight inclined upward & Inclined downwards

Experiments

10. Determination of elevation and distance when line of sight inclined upward.
11. Determination of elevation and distance when line of sight inclined downward.

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Surveying Lab II - exp 9 Determination of tacheometric constant

Surveying Lab II - exp 9 Determination of tacheometric constant

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Surveying 2 unit 2 class 2 "Weight of observations"

CSVTU :
Surveying 2
unit 2  Adjustment computations
class 2

Topics covered

weight of an observation
Rules for assigning weights to the observation
Laws of Weight

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Surveying 2 unit 2 class 1 Adjustment computations

CSVTU :
Surveying 2
unit 2  Adjustment computations
class 1

Topics covered

Precision , Accuracy , Sources & types of errors

Normal distribution curve, Standard deviation, variance,

Most probable value, most probable error, maximum error

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