01:45:01

ASD-23|Advanced Steel Design|Combined Trapezoidal Grillage Foundation|Limit State Design|IS:800-2007

01:17:35

ASD-22|Advanced Steel Design|Combined Rectangular Grillage Foundation|Limit State Design|IS:800-2007

01:09:33

ASD-21| Advanced Steel Design| Independent Grillage Foundation using Limit State Design| IS:800-2007

01:18:10

DSS46|DesignofSteelStructure|Analysis&DesignOfSteelRoofTruss|DesignOfAngleStruts-MainSlingMinorSling

01:03:17

DSS45|DesignofSteelStructure|Analysis&DesignOfSteelRoofTruss|DesignOfTopChordBottomChordRaftersBolts

01:16:05

DSS44|DesignofSteelStructure|SteelRoofTruss|DeadLoadLiveLoadWindLoadCalculationAnalysisMethodOfJoint

46:56

MTL03|MaterialTestingLab|StrengthOf Materials Lab|TorsionTest On MildSteel Shaft|Modulus of Rigidity

51:07

MTL02|MaterialTestingLab|StrengthOfMaterialsLab| SpringTest|Stiffness&Modulus of Rigidity|UTMMachine

50:39

MTL01|MaterialTestingLab|StrengthOfMaterialsLab| TensileTestOnMildSteel|StressStrainCurve|UTMMachine

01:02:59

DSS43|DesignofSteelStructures|Types & ComponentsOfRoofTruss| DeadLoad|Live Load|WindLoadCalculations

01:00:11

DSS42|DesignofSteelStructures|Designof Built-up Beams|CompoundBeams| DesignofLaterallySupportedBeams

55:08

DSS41|DesignofSteelStructures|DesignofLaterallyUnsupportedBeam|DesignBendingStrength|LowShearProblem

48:49

DSS40|DesignofSteelStructures|DesignofLaterallyUnsupportedBeam|DesignBendingStrength|LowShearProblem

01:20:48

DSS39|DesignofSteelStructures|DesignofLaterallySupportedBeam|DesignBendingStrength|HighShear|Problem

01:15:53

DSS38|DesignSteelStructures|DesignofLaterallySupportedUnsupportedBeam|DesignProcedure|CodalProvision

51:44

DSS37|Designof SteelStructures| IntroductiontoFlexuralMembers|Laterally Supported &Unsupported Beams

54:45

DSS36|Design of Steel Structures|Design of Gusset Base with Welded Connections|Column Base| Problems

32:44

DSS35|Design of Steel Structures|Design Gusseted Base with Bolted Connections|Design of Column Bases

01:10:03

DSS34|Designof SteelStructures| Design of Slab Base| Design of Column Bases| Bolted &Welded Problems

01:01:41

DSS33|Design of SteelStructures|DesignofColumnSplicesDueToShear,BendingMoment &Axial Forces|Problems

59:35

DSS32|Designof SteelStructures| Design of Column Splices| Effective Length of Column|Solved Problems

52:16

DSS31|DesignofSteelStructures|DesignofLacedColumn-LacingSystems|SectionConnectedFaceToFace -ToeToToe

01:13:18

DSS30|DesignofSteelStructures|DesignofBattenedColumn-BattenPlatesUsingBoltConnection|BatteningSystem

01:09:36

DSS29|DesignofSteelStructures| DesignOfLacedColumn InSingleLacingSystem (BackToBack)| Builtup Column

52:09

DSS28|DesignofSteelStructures| DesignofCompressionMemberAsAStrut| DesignofDoubleAngleStrut| Problems

55:24

DSS27|DesignofSteelStructures| DesignofCompressionMembersAsAStrut| DesignofSingleAngleStrut|Problems

50:38

DSS26|DesignofSteelStructures|DesignofCompressionMemberAsColumnStanchion|SelectionOfSuitableISection

01:25:17

DSS25|DesignofSteelStructures|DesignofCompressionMembers|SectionClassification|FlexuralLocalBuckling

01:15:30

DSS24|Design of Steel Structures|Analysis and Design of Tension Members|Design of Lug Angles|Problem

01:00:36

DSS23|DesignofSteelStructures|TensionMemberSplicePlate| StrengthofTensionMemberswithWeldedConnection

01:07:10

DSS22|DesignofSteelStructures|DesignStrengthof TensionMembers| DesignTensileStrength of AngleSection

01:10:14

DSS21|DesignofSteelStructures|DesignStrengthofTensionMembers| TensionFailureNetArea|StaggeredBolting

51:59

DSS20|DesignofSteelStructures|EccentricWeldedConnection|DesignofUnstiffenedStiffenedWeldedConnection

01:13:37

DSS19|DesignofSteelStructure|EccentricWeldedConnection|EccentricallyLoadedWeldedJoint|Type1&2Bracket

01:02:04

DSS18|DesignofSteelStructures| DesignofWeldedJoints| FilletWeld|SimpleConnections| DesignExamples-P2

58:46

DSS17|DesignofSteelStructures|Design of WeldedConnections |Types&Design of Butt Welds|Fillet Weld|P1

58:58

DSS16|DesignofSteelStructures|DesignofStiffenedSeatedBoltedConnection|EccentricLoad|MomentConnection

24:51

DSS15|DesignofSteelStructures|BoltedBracketConnectionDesign|EccentricLoading|Moment Connection|Type2

56:19

DSS14|Design of Steel Structures|BoltedBracketConnectionDesign| EccentricLoading|Type1&2|Problems-P1

01:11:01

STD8|DesignofG+3 RCCFramedBuilding bySTAAD.Pro| Tutorial|BeamColumnFootingDesign|AutoCADDetail|Part3

01:06:31

DSS13|Design of Steel Structures|HighStrengthFrictionGripBolts|Combined Shear&Tension|PryingForce-P3

49:28

DSS12|Design of Steel Structures|BoltedConnection|LapButt Joint|Strength|Efficiency|Solved Examples2

01:01:13

DSS11|Design of Steel Structures|BoltedConnection|LapButt Joint|Strength|Efficiency|Solved Examples1

01:13:16

STD7|DesignofG+3RCCFramedBuildingbySTAAD| WindLoadSeismicAnalysis|PlinthBeamDesignAutoCADDetailPart2

01:03:16

STD6|Design of G+3 RCCFramedBuilding bySTAADPro|TwoWaySlab-StaircaseDesignReinforcementDetails-Part1

02:22:14

STD5|SingleStorey RCCBuilding Design by STAADPro|Tutorial|SlabBeamColumnFooting Manual&EXCEL Design

01:30:14

STD4|BeamColumn Design of RCC Building by STAADPro|Tutorial|Manual Design by Substitute Frame Method

01:10:55

STD3|AnalysisDesignof RCCPortalFrame|STAADProTutorial|BeamColumnDesign|AssemblyBuilding|ManualDesign

01:27:35

STD-2|Analysis&Design of RCC CircularBeam using STAADPro|Torsion|Verification with ManualCalculation

01:44:20

STD-1|Analysis&Design of Continuous Steel Beam using STAAD.Pro|Verification with Manual Calculations

01:18:14

DSS-10|Design of Steel Structures| Bolted Connections-Joints|IS:800-2007 Codal Provisions|Bolt Value

57:49

DSS-9|Design of Steel Structures|Types of Bolted Connections-Bolts-Bolted Joints|Failure Modes|IS800

01:19:50

ASD20|Steel Framing-Stud Wall-Beam-Column|ColdFormed LightGauge Steel Structure|DesignProblem|SP6(5)

01:01:24

DSS-8|Seismic Analysis|Response Spectrum|Modal Analysis|Equivalent Static Analysis| Dynamic Analysis

01:09:21

ASD19|Metal Deck-Composite Steel Deck-Roof Deck|ColdFormed LightGauge Steel Structure|Design Problem

49:39

DSS-7|Seismic Analysis|Earthquake Resistant Design of Structures|EarthquakeLoad|IS:1893Part1-2016|P1

58:05

ASD18|Cold-Formed LightGaugeSteelStructures|SP6(5) DesignCharts&Tables|CZ Purlin|AdvancedSteelDesign

01:02:14

DSS-6|Wind Loads on Buildings|Low Rise-Tall Structures| IS:875(Part3)2015|Wind Pressure Coefficients

01:29:07

ASD-17|Advanced Steel Design|Cold-Formed Light Gauge Steel Structure Design|IS801 Code Provisions|P1

59:55

DSS-5|IS875 Code Provisions|Dead-Live-Snow-Special Load| Load Combination|Design of Steel Structures