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Manual Design of Shear Connection (Web Side/ Fin Plate ) in Excel | Steel Structure | IS AISC Code
17:38
Manual Design of Shear Connection (Web Side/ Fin Plate ) in Excel | Steel Structure | IS AISC Code
Design of Steel Warehouse in ETABS | Portal Frame, Wall and Roof Bracing, Fly Braces, Wind load |
27:33
Design of Steel Warehouse in ETABS | Portal Frame, Wall and Roof Bracing, Fly Braces, Wind load |
MACHINE LEARNING TO PREDICT COMPRESSIVE STRENGTH OF CONRETE BY GROUP 10
12:59
MACHINE LEARNING TO PREDICT COMPRESSIVE STRENGTH OF CONRETE BY GROUP 10
Calculation of Wind load using EXCEL for Pitched Roof | IS 875:2015 Part 3 | Apply in ETABS Model
21:19
Calculation of Wind load using EXCEL for Pitched Roof | IS 875:2015 Part 3 | Apply in ETABS Model
Manual Design of Built-up Column Section (Battened) | Steel Structure | IS 800:2007 | Excel & ETABS
15:40
Manual Design of Built-up Column Section (Battened) | Steel Structure | IS 800:2007 | Excel & ETABS
Manual Design of Base Plate & Column Pedestal | Steel Structures | IS 800:2007 | Excel and ETABS
16:43
Manual Design of Base Plate & Column Pedestal | Steel Structures | IS 800:2007 | Excel and ETABS
Prepare Presentation for Project Defense | Structural Analysis of Building | NBC 105, IS 456 | ETABS
24:31
Prepare Presentation for Project Defense | Structural Analysis of Building | NBC 105, IS 456 | ETABS
Design Structural Report Preparation | NBC 105:2020, IS 456 | Residential and Commercial Building |
49:45
Design Structural Report Preparation | NBC 105:2020, IS 456 | Residential and Commercial Building |
Design of All Types of RCC Footing in Excel | Isolated, Strap and Combined ( 2 and 3 columns) , Mat
24:54
Design of All Types of RCC Footing in Excel | Isolated, Strap and Combined ( 2 and 3 columns) , Mat
Design of Mat (Raft) Footing Manually | Excel Sheet IS 456:2000 | Multistorey Building |
17:39
Design of Mat (Raft) Footing Manually | Excel Sheet IS 456:2000 | Multistorey Building |
Design of Isolated footing (Eccentric) Manually | Excel Sheet | IS 456 | Municipal Structure report
7:02
Design of Isolated footing (Eccentric) Manually | Excel Sheet | IS 456 | Municipal Structure report
Design of Combined Footing for 3 Columns | Excel Sheet IS 456:2000 | ETABS Multistorey Building
9:48
Design of Combined Footing for 3 Columns | Excel Sheet IS 456:2000 | ETABS Multistorey Building
Design of RCC Combined footing Manually | Excel Sheet | IS 456 | Municipal Structure report
13:26
Design of RCC Combined footing Manually | Excel Sheet | IS 456 | Municipal Structure report
Design of Strap Beam Footing for 3 Columns (Two Eccentric & Central Concentric Footing) Excel Sheet
10:07
Design of Strap Beam Footing for 3 Columns (Two Eccentric & Central Concentric Footing) Excel Sheet
Design of RCC Strap footing (Eccentric) Manually | Excel Sheet | IS 456 | Municipal Structure report
10:59
Design of RCC Strap footing (Eccentric) Manually | Excel Sheet | IS 456 | Municipal Structure report
Design of RCC Staircase(Manually) using Excel Sheet | IS 456:2000 | Municipal report |
8:33
Design of RCC Staircase(Manually) using Excel Sheet | IS 456:2000 | Municipal report |
Design of Two-way slab(Manually) IS 456:2000 Excel Sheet | Municipal report |
9:24
Design of Two-way slab(Manually) IS 456:2000 Excel Sheet | Municipal report |
Eccentricity Calculation (Accidental Torsion) | Center of mass & rigidity | ETABS Floor Diaphragm
13:56
Eccentricity Calculation (Accidental Torsion) | Center of mass & rigidity | ETABS Floor Diaphragm
Beam-Column Capacity(BCC) Ratio Manual Calculation | Structural report ETABS(NBC 105:2020,IS 13920)
19:31
Beam-Column Capacity(BCC) Ratio Manual Calculation | Structural report ETABS(NBC 105:2020,IS 13920)
Design of RCC Column(Manually) | Municipal report | ETABS Multistory Building(NBC 105:2020, IS 1983)
13:25
Design of RCC Column(Manually) | Municipal report | ETABS Multistory Building(NBC 105:2020, IS 1983)
Design of RCC Beam (Manually) | Municipal report | ETABS Multistory Building | NBC 105:2020, IS 1983
18:29
Design of RCC Beam (Manually) | Municipal report | ETABS Multistory Building | NBC 105:2020, IS 1983
RCC Basement wall design in ETABS | ETABS Modeling of Multistory Building | NBC 105:2020, IS 1983
13:46
RCC Basement wall design in ETABS | ETABS Modeling of Multistory Building | NBC 105:2020, IS 1983
RCC Basement wall design (Manually) | ETABS Modeling of Multistory Building | NBC 105:2020, IS 1983
13:12
RCC Basement wall design (Manually) | ETABS Modeling of Multistory Building | NBC 105:2020, IS 1983
Story drift & displacement | ETABS Analysis of Multi-Storied Building | NBC 105:2020, IS 1893:2016
3:22
Story drift & displacement | ETABS Analysis of Multi-Storied Building | NBC 105:2020, IS 1893:2016
Torsional Irregularity | ETABS Analysis of Multi-Storied Building | NBC 105:2020, IS 1893:2016
3:41
Torsional Irregularity | ETABS Analysis of Multi-Storied Building | NBC 105:2020, IS 1893:2016
Soft story check-in building | ETABS Analysis of Multi-Storied Building | NBC 105:2020, IS 1893:2016
6:50
Soft story check-in building | ETABS Analysis of Multi-Storied Building | NBC 105:2020, IS 1893:2016
Mass irregularity check | ETABS Analysis of Multi-Storied Building | NBC 105:2020 , IS 1893:2016
8:17
Mass irregularity check | ETABS Analysis of Multi-Storied Building | NBC 105:2020 , IS 1893:2016
Rayleigh method | Time period of building | NBC105:2020, IS | Str. Report | Exponent(k) | Base shear
10:54
Rayleigh method | Time period of building | NBC105:2020, IS | Str. Report | Exponent(k) | Base shear
Dynamic Analysis (Response Spectrum) of Multi-Story Building | NBC 105:2020, IS 1893 |
49:04
Dynamic Analysis (Response Spectrum) of Multi-Story Building | NBC 105:2020, IS 1893 |
Design of base plate connection (Built-up Column) | IS 800:2007 | ETABS & IDEA STATICA | Stiffener |
24:56
Design of base plate connection (Built-up Column) | IS 800:2007 | ETABS & IDEA STATICA | Stiffener |