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Amit Zarola

Videos & Materials

Introduction to Structural Analysis

Types of Supports & External Support Reactions

Degree of Kinematic Indeterminacy (Part ll)

Degree of Kinematic Indeterminacy (Part lll)

Degree of Static Indeterminacy (Part V)

Degree of Kinematic Indeterminacy (Part lV)

Degree of Kinematic Indeterminacy (Part V)

Structural Stability (Part l)

Structural Stability (Part ll)

Degree of Static Indeterminacy (Part l)

Degree of Static Indeterminacy (Part ll)

Structural Stability (Part lll)

Degree of Static Indeterminacy (Part lll)

Degree of Static Indeterminacy (Part lV)

Structural Stability (Part lV)

Introduction to Methods of Analysis

Difference between Force Method & Displacement Method

Castigliano's Method

PYQs

Degree of Kinematic Indeterminacy (Part l)

Method of Consistent Deformation

PYQs

Strain Energy Method

Three Moments Theorem

PYQs (Part l)

PYQs (Part ll)

Moment Distribution Method (Part l)

Moment Distribution Method (Part ll)

Moment Distribution Method (Part lll)

Moment Distribution Method (Part lV)

Internal Reactions & Released Reactions

Moment Distribution Method (Part V)

Moment Distribution Method (Part Vl)

Moment Distribution Method (Part VII)

PYQs (Part ll)

PYQs (Part l)

PYQs (Part lll)

PYQs (Part lV)

Sway Type Frames (Part l)

Sway Type Frames (Part ll)

Slope Deflection Method (Part l)

Slope Deflection Method

Slope Deflection Method (Part lll)

Slope Deflection Method (Part lV)

Portal Method of Approximate Analysis

Cantilever Method of Approximate Analysis

PYQs (Part l)

PYQs (Part l)

PYQs (Part ll)

PYQs (Part ll)

Properties and Types of Matrix

Stiffness Matrix Method

Stiffness Matrix Method (Part l)

Stiffness Matrix Method (Part ll)

Stiffness Matrix Method (Part lll)

Flexibility Matrix Method (Part l)

Flexibility Matrix Method (Part ll)

Flexibility Matrix Method (Part lll)

Introduction and ILD for Reactions at Supports

ILD for Shear Force & Bending Moment

Series of Rolling Loads

Absolute Maximum Bending Moment

PYQs (Part ll)

PYQs

PYQs (Part l)

PYQs

Method of Sections

Analysis of Indeterminate Trusses (Part Il)

Analysis of Indeterminate Trusses (Part lI)

PYQs

Analysis of Indeterminate Trusses (Part IlI)

Deflection of Truss (Part l)

Deflection of Truss (Part lll)

Deflection of Truss (Part ll)

Analysis of Three Hinge Arch

Analysis of Arches

Miscellaneous

Analysis of Two Hinge Arch

PYQs

Miscellaneous Topics Part - l

Miscellaneous Topics Part - ll

Miscellaneous Topics Part - lll

Miscellaneous Topics (Part -V)

Miscellaneous Topics (Part - lV)

Miscellaneous Topics (Part -Vll)

PYQs (Part- l)

Miscellaneous Topics (Part -lX)

Miscellaneous Topics (Part -X)

PYQs (Part- lll)

Miscellaneous Topics (Part -Vlll)

PYQs (Part- Vl)

PYQs (Part- Vll)

PYQs (Part- ll)

PYQs (Part- Vlll)

PYQs (Part- lV)

PYQs (Part- V)

PYQs (Part- lX)

Arches (Part -1)

Arches (Part -3)

Arches (Part -4)

Arches (Part -5)

Arches (Part -6)

Arches (Part -7)

Arches (Part -8)

Arches (Part -13)

Arches (Part -12)

Arches (Part -10)

Arches (Part -11)

PYQs (Part- X)

Introduction to Steel Structures

Design Methods

General Design Considerations

Wind Load (Part l)

Wind Load (Part ll)

Bolted Connections (Part ll)

Wind Load (Part lll)

IS Code Recommendations

Connections

Riveted Connections (Part l)

Riveted Connections (Part ll)

Types of Loads

Bolted Connections (Part l)

Bolted Connections (Part lV)

Bolted Connections (Part lll)

Bolted Connections (Part Vl)

Bolted Connections (Part Vll)

Doubt Clearing Sessions (Part lll)

Doubt Clearing Sessions (Part l)

Doubt Clearing Sessions (Part ll)

Bolted Connections (Part Vlll)

PYQs (Part lll)

Bolted Connections (Part V)

PYQs (Part lV)

Doubt Clearing Sessions (Part lV)

Doubt Clearing Sessions (Part V)

PYQs (Part l)

PYQs (Part ll)

PYQs (Part V)

Welded Connections (Part l)

Welded Connections (Part ll)

Welded Connections (Part lll)

Welded Connections (Part lV)

Welded Connections (Part Vl)

Welded Connections (Part V)

PYQs (Part l)

PYQs (Part ll)

Design of Tension Members (Part lV)

Doubt Clearing Sessions (Part l)

PYQs (Part V)

Design of Tension Members (Part lll)

Design of Tension Members (Part ll)

Design of Tension Members (Part V)

Doubt Clearing Sessions (Part ll)

PYQs (Part lll)

PYQs (Part lV)

Design of Tension Members (Part l)

Design of Tension Members (Part Vll)

Design of Tension Members (Part Vl)

Question Practice (Part ll)

Question Practice (Part l)

Question Practice (Part lll)

Question Practice (Part Vl)

Question Practice (Part lV)

Question Practice (Part V)

Doubt Clearing Sessions (Part l)

Doubt Clearing Sessions (Part ll)

Design of Compression Members (Part l)

Design of Compression Members (Part ll)

Doubt Clearing Sessions (Part lll)

Doubt Clearing Sessions (Part lV)

Doubt Clearing Sessions (Part V)

Design of Beams (Part ll)

Design of Compression Members (Part lV)

Design of Compression Members (Part lll)

Design of Beams (Part l)

Design of Beams (Part lll)

Design of Beams (Part lV)

Design of Beams (Part V)

Design of Plate Girder (Part lll)

Design of Plate Girder (Part lV)

Design of Gantry Girder (Part l)

Plastic Analysis (Part l)

Plastic Analysis (Part ll)

Plastic Analysis (Part lll)

Design of Plate Girder (Part ll)

Plastic Analysis (Part lV)

Plastic Analysis (Part V)

Plastic Analysis (Part Vll)

Plastic Analysis (Part Vl)

Plastic Analysis (Part Vlll)

Design of Plate Girder (Part l)

PYQs (Part l)

PYQs (Part lV)

PYQs (Part lll)

PYQs (Part ll)

Miscellaneous Topics (Part lll)

Miscellaneous Topics (Part ll)

PYQs (Part V)

Miscellaneous Topics (Part l)

Introduction & Origin of Soil

Consistency of Soil

Properties of Soil (Part-ll)

Types of Soils (Part-l)

Phase System

Properties of Soil (Part-lll)

Types of Soils (Part-ll)

Determination Index Properties of Soil (Part-V)

Determination Index Properties of Soil (Part-l)

Properties of Soil (Part-l)

Void Ratio in Spherically Shaped Sandy Soil Particles

Different Relationships

Different Soil Waters

Determination Index Properties of Soil (Part-ll)

Determination Index Properties of Soil (Part-lV)

Consistency Indices

Methods of Soil Classification (Part-ll)

Determination Index Properties of Soil (Part-lll)

Atterberg Limits (Part I)

Atterberg Limits (Part II)

PYQ Questions

Index Properties of Soil (Part-1)

Clay Mineralogy

Methods of Soil Classification (Part-l)

Introduction to Permeability

Particle Size Distribution (Part-ll)

Particle Size Distribution (Part-l)

Particle Size Distribution (Part-lll)

Factors Affecting Coefficient of Permeability

Permeability Through Stratified Soil Deposits

Quick Sand Condition

Seepage Analysis

Capillarity in Soil

Effect of Seepage on Effective Stress

Effect of Capillarity on Effective Stress

Flow Net and Seepage Discharge

Particle Size Distribution (Part-lV)

Determination of Permeability (Part-l)

Determination of Permeability (Part-ll)

Introduction to Effective Stress

Introduction to Well Hydraulics

Seepage Discharge Through Earthen Dam (Part ll)

Seepage Discharge Through Anisotropic Soil

Seepage Discharge Through Earthen Dam (Part l)

PYQ Questions

Confined and Unconfined Seepage

Field Methods to Determine Permeability (Part ll)

Introduction to Compressibility

Degree of Consolidation and Time Factor

Settlement in Soil (Part l)

Settlement in Soil (Part lll)

Settlement in Soil (Part ll)

Miscellaneous (Part l)

Tests for Shear Strength (Part-l)

Field Methods to Determine Permeability (Part l)

Determination of Coefficient of Consolidation

Different Compressibility Coefficients

Mohr Coulomb's Theory of Shear Strength

Different Type of Vibrators

Introduction to Compaction & Compaction Tests

Factors Affecting Compaction of Soil

Stress Path (Part l)

Miscellaneous (Part ll)

Miscellaneous (Part lll)

Primary Consolidation, NCC, OCC

Tests for Shear Strength (Part-ll)

Stress Distribution and Boussinesq's Theory

Miscellameous Topics (Part l)

Analysis of Sheet Piles

Westergaard's Analysis

PYQ Questions

Stress Path Equations

Introduction to Stability Analysis of Slopes

PYQ Questions

Stress Path (Part ll)

Tests for Shear Strength - Part II

Westergaard's Analysis

Stress Path (Part lll)

Miscellaneous

Rankine's Analysis of Lateral Earth Pressure

Tests for Shear Strength (Part-V)

Tests for Shear Strength (Part-lll)

Tests for Shear Strength (Part-lV)

PYQ Questions

Miscellameous Topics (Part ll)

Analysis of Finite Slopes (Part l)

Analysis of Finite Slopes (Part ll)

Different Theories of Vertical Stress Distribution

PYQ Questions

Tests for Shear Strength - Part III

Tests for Shear Strength - Part I

Stress Distribution and Boussinesq's Theory

Newmark's Chart Method

Introduction to Lateral Earth Pressure

Tests for Shear Strength - Part IV

Analysis of Finite Slopes - Part II

Tests for Shear Strength - Part V

Newmark's Chart Method

Analysis of Infinite Slopes

Introduction to Lateral Earth Pressure

Pressure Distribution Diagrams

Newmark's Chart Method

PYQ Questions

Analysis of Sheet Piles

Introduction to Stability Analysis of Slopes

Bell's Analysis for Cohesive Soil

Analysis of Finite Slopes - Part I

Analysis of Infinite Slopes

Analysis of Infinite Slopes - I

Analysis of Infinite Slopes - II

Extra Class

Introduction to PCC and RCC

Creep and Shrinkage of Concrete

Doubt Session

Compressive Strength of Concrete

Acceptance Criteria

Concrete Mix Design

PYQs

Modulus of Elasticity of Concrete

IS Code Recommendations

PYQs

Objectives and Methods of Structural Design

Tensile Strength of Concrete

Type of Steel Reinforcements (Part I)

Analysis of Doubly Reinforced Beam

Type of Steel Reinforcements (Part II)

Assumptions in LSM : Collapse

Analysis of Singly Reinforced Beam Section

PYQs

Types of RCC Sections

IS Code Recommendations

Expected Type of Problems From Singly Reinforcement Beam

Introduction and Effective Width of Flanged Beam

Nominal Shear Stress, Shear Strength and Maximum Shear Strength of Concrete

Limiting Depth of Neutral Axis

Limit State of Collapse - Torsion

Shear Stress Distribution

Nominal Shear Stress in Varying Depth Sections

Analysis of Flanged Beams

PYQs

Types of Cracks

Design of Shear Reinforcement Considering the Effect of Torque

Analysis and Design of Shear Reinforcement

Bond Stress and It's Estimation

Development Length and Lap Splices

Anchorage - Bend - Hook

PYQs

Effective Span in Different Support Conditions

Check for Deflection in Beam and Slab

Types of Slab (One Way & Two Way)

PYQs

IS Code Recommendations

Analysis and Design of One Way Slab

Load Distribution in Slabs

Design of Stair Case

PYQs

Introduction to Columns

Assumptions in LSM : Compression

Analysis and Design of Axially Loaded Columns

IS Code Recommendations

Analysis and Design of Helically Reinforced Column

PYQs

Design of Columns Subjected to Axial Load and Uniaxial Bending

Column Interaction Diagram

Design of Columns Subjected to Axial Load and Biaxial Bending

Design of Footing (Part II)

Design of Footing (Part III)

Introduction to Working Stress Method

WSM (Part II)

WSM (Part III)

WSM (Part I)

WSM (Part IV)

WSM (Part V)

WSM (Part VI)

Miscellaneous Topics (Part I)

Miscellaneous Topics (Part II)

Footing Part -ll

Footing Part -Vl

Footing Part -V

Footing Part -l

Footing Part -lll

WSM Part - Il

WSM Part - llI

Footing Part -VlI

Footing Part -VlI

WSM Part - I

WSM Part - VII

Footing Part -lV

WSM Part - IV

WSM Part - V

WSM Part - VI

Orientation Session for GATE & ESE 2026/2027 Aspirants