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My name is Mohd Ubaid. I am a structural engineer. I have created this channel to help learners to under the most important subjects of civil engineering in an effortless way. On this channel, you can find videos by which you can understand the subject theoretically and practically. On this channel, I will try to upload videos on most of the topics related to structural analysis and design.

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SLOPE AND DEFLECTION AT HINGE IN PROPPED CANTILEVER WITH INTERNAL HINGE 'BY CONJUGATE BEAM METHOD
25:57
SLOPE AND DEFLECTION AT HINGE IN PROPPED CANTILEVER WITH INTERNAL HINGE 'BY CONJUGATE BEAM METHOD
SLOPE AND DEFLECTION IN SIMPLY SUPPORTED BEAM WITH POINT LOAD BY CONJUGATE BEAM METHOD SOLVED
21:48
SLOPE AND DEFLECTION IN SIMPLY SUPPORTED BEAM WITH POINT LOAD BY CONJUGATE BEAM METHOD SOLVED
SLOPE AND DEFLECTION IN A CANTILEVER BEAM BY CONJUGATE BEAM METHOD | POINT LOAD | VARYING SECTION
20:23
SLOPE AND DEFLECTION IN A CANTILEVER BEAM BY CONJUGATE BEAM METHOD | POINT LOAD | VARYING SECTION
CONJUGATE BEAM METHOD FOR SLOPE AND DEFLECTION | INTRODUCTION | CONJUGATE SUPPORT | SIGN CONVENTION
25:32
CONJUGATE BEAM METHOD FOR SLOPE AND DEFLECTION | INTRODUCTION | CONJUGATE SUPPORT | SIGN CONVENTION
Slope and Deflection in Propped Cantilever beam with Overhang with internal hinge, Macaulay's Method
41:07
Slope and Deflection in Propped Cantilever beam with Overhang with internal hinge, Macaulay's Method
Slope and deflection in Overhanging Beam with UDL and Point load using Macaulay's Method
29:12
Slope and deflection in Overhanging Beam with UDL and Point load using Macaulay's Method
Slope and deflection(max) of a doubly overhanging beam with point load and udl by Macaulay's Method.
30:38
Slope and deflection(max) of a doubly overhanging beam with point load and udl by Macaulay's Method.
Location and value of maximum deflection of a simply supported beam with udl by Macaulay's Method.
22:22
Location and value of maximum deflection of a simply supported beam with udl by Macaulay's Method.
Location and value of Maximum deflection -simply supported beam with point load by Macaulay's Method
28:40
Location and value of Maximum deflection -simply supported beam with point load by Macaulay's Method
MACAULAY'S METHOD FOR FINDING SLOPE AND DEFLECTION || HOW TO USE THIS METHOD || BOUNDARY CONDITIONS
25:48
MACAULAY'S METHOD FOR FINDING SLOPE AND DEFLECTION || HOW TO USE THIS METHOD || BOUNDARY CONDITIONS
SLOPE, LOCATION & VALUE OF MAXIMUM DEFLECTION IN SIMPLY SUPPORTED BEAM BY DOUBLE INTEGRATION METHOD
31:06
SLOPE, LOCATION & VALUE OF MAXIMUM DEFLECTION IN SIMPLY SUPPORTED BEAM BY DOUBLE INTEGRATION METHOD
OVERHANGING BEAM WITH POINT LOAD - SLOPE AND DEFLECTION AT FREE END USING DOUBLE INTEGRATION METHOD
27:59
OVERHANGING BEAM WITH POINT LOAD - SLOPE AND DEFLECTION AT FREE END USING DOUBLE INTEGRATION METHOD
SLOPE AND DEFLECTION IN CANTILEVER BEAM WITH UNIFORMLY DISTRIBUTED LOAD - DOUBLE INTEGRATION METHOD
14:51
SLOPE AND DEFLECTION IN CANTILEVER BEAM WITH UNIFORMLY DISTRIBUTED LOAD - DOUBLE INTEGRATION METHOD
DOUBLE INTEGRATION METHOD - SLOPE AND DEFLECTION DERIVATION | SIGN CONVENTION | PROBLEM SOLVING STEP
25:50
DOUBLE INTEGRATION METHOD - SLOPE AND DEFLECTION DERIVATION | SIGN CONVENTION | PROBLEM SOLVING STEP
SIMPLY SUPPORTED BEAM (VARYING CROSS-SECTION)-SLOPE, LOCATION,MAXIMUM DEFLECTION, MOMENT AREA METHOD
32:52
SIMPLY SUPPORTED BEAM (VARYING CROSS-SECTION)-SLOPE, LOCATION,MAXIMUM DEFLECTION, MOMENT AREA METHOD
Fixed End Moments Due to SUPPORT SETTLEMENT in a Fixed Beam || SOLVED PROBLEM || Moment Area Method
12:54
Fixed End Moments Due to SUPPORT SETTLEMENT in a Fixed Beam || SOLVED PROBLEM || Moment Area Method
FIXED END MOMENTS DUE TO POINT LOAD, DISTRIBUTED LOAD AND MOMENT ON FIXED BEAM | MOMENT AREA METHOD
23:33
FIXED END MOMENTS DUE TO POINT LOAD, DISTRIBUTED LOAD AND MOMENT ON FIXED BEAM | MOMENT AREA METHOD
FIXED END MOMENTS DUE TRAPEZOIDAL LOADING ON A FIXED BEAM MOMENT AREA METHOD -Uniformly Varying Load
21:48
FIXED END MOMENTS DUE TRAPEZOIDAL LOADING ON A FIXED BEAM MOMENT AREA METHOD -Uniformly Varying Load
FIXED END MOMENTS IN FIXED BEAM WITH UNIFORMLY VARYING TRIANGULAR LOADING USING MOMENT AREA METHOD
28:12
FIXED END MOMENTS IN FIXED BEAM WITH UNIFORMLY VARYING TRIANGULAR LOADING USING MOMENT AREA METHOD
PROPPED CANTILEVER WITH UDL & POINT LOAD || PROP (support) REACTION AND BMD || MOMENT AREA METHOD
18:36
PROPPED CANTILEVER WITH UDL & POINT LOAD || PROP (support) REACTION AND BMD || MOMENT AREA METHOD
DOUBLY OVERHANGING BEAM WITH CONCENTRATED MOMENT || SLOPE & DEFLECTION || MOMENT AREA METHOD || BMD
22:41
DOUBLY OVERHANGING BEAM WITH CONCENTRATED MOMENT || SLOPE & DEFLECTION || MOMENT AREA METHOD || BMD
PROPPED CANTILEVER WITH INTERNAL HINGE || SLOPE & DEFLECTION MOMENT AREA METHOD || SOLVED PROBLEM
25:23
PROPPED CANTILEVER WITH INTERNAL HINGE || SLOPE & DEFLECTION MOMENT AREA METHOD || SOLVED PROBLEM
SIMPLY SUPPORTED BEAM WITH OVERHANG - SLOPE AND DEFLECTION USING MOMENT AREA METHOD | SOLVED PROBLEM
20:44
SIMPLY SUPPORTED BEAM WITH OVERHANG - SLOPE AND DEFLECTION USING MOMENT AREA METHOD | SOLVED PROBLEM
SLOPE AND DEFLECTION OF SIMPLE SUPPORTED BEAM WITH MOMENT USING MOMENT AREA METHOD || SOLVED PROBLEM
34:33
SLOPE AND DEFLECTION OF SIMPLE SUPPORTED BEAM WITH MOMENT USING MOMENT AREA METHOD || SOLVED PROBLEM
SLOPE AND DEFLECTION OF CANTILEVER BEAM WITH POINT LOAD BY MOMENT AREA METHOD || SOLVED PROBLEM
22:18
SLOPE AND DEFLECTION OF CANTILEVER BEAM WITH POINT LOAD BY MOMENT AREA METHOD || SOLVED PROBLEM
MOMENT AREA METHOD || ADVANTAGES | DERIVATION | MOHR'S THEOREM and SIGN CONVENTIONS
23:44
MOMENT AREA METHOD || ADVANTAGES | DERIVATION | MOHR'S THEOREM and SIGN CONVENTIONS
WHY Bending Moment is Important ? || Why not axial force and shear force || Structural Analysis
14:49
WHY Bending Moment is Important ? || Why not axial force and shear force || Structural Analysis
METHODS OF STRUCTURAL ANALYSIS || CHOOSING THE EASIEST METHOD FOR PROBLEM-SOLVING
15:04
METHODS OF STRUCTURAL ANALYSIS || CHOOSING THE EASIEST METHOD FOR PROBLEM-SOLVING
SCALE FACTOR FOR RESPONSE SPECTRUM ANALYSIS
6:11
SCALE FACTOR FOR RESPONSE SPECTRUM ANALYSIS
SOLVED PROBLEMS ON DEGREE OF KINEMATIC INDETERMINACY OF FRAMES | BRACED FRAMES AND INTERNAL HINGE
21:16
SOLVED PROBLEMS ON DEGREE OF KINEMATIC INDETERMINACY OF FRAMES | BRACED FRAMES AND INTERNAL HINGE