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Subin Desar, PhD : Official
Nepal
เข้าร่วมเมื่อ 30 ม.ค. 2017
Mass concrete heat of hydration analysis with and without cooling pipe
Animation in Midas Civil , Heat of Hydration with and without pipe cooling system
มุมมอง: 13
วีดีโอ
Culvert Deck Slab Structural Design (IRC:112-2020, IRC 6:2017, IS 456:2000)
มุมมอง 33310 หลายเดือนก่อน
This video presents the structural design procedure of culvert as per Indian Standards IRC:112-2020, IRC 6:2017, IS 456:2000, using excel sheet. #Culvert deck slab structural design example. # Structural Design of Culvert deck slab # Culvert deck slab # Indian Standard
Prestress Loss due to friction
มุมมอง 33ปีที่แล้ว
Useful for friction loss in bridge tendon Music: Piki - A New Day.mp3
Hydrodynamic force on vertical wall
มุมมอง 263ปีที่แล้ว
The hydrodynamic forces calculation by Westergaard and Zanger have been shown by calculation and graphical representation as well. Hydrodynamic forces are generated during the earthquake/seismic loading of water on the structure.
Moving load on frame in ETABS
มุมมอง 1.7Kปีที่แล้ว
This video presents the moving load assignment on frame in ETABS software. Music track: Sweet Talks by Limujii Source: freetouse.com/music No Copyright Vlog Music for Video Music track: A New Day by Piki Source: freetouse.com/music Free Background Music for Videos
Structural Design of Concrete Tunnel by SAP 2000 (ACI 318-14/19)
มุมมอง 2.6Kปีที่แล้ว
This video presents the steps to be followed for structural analysis and design of concrete tunnel by SAP 2000. Column element is used for modelling. The loading condition is followed from EM 1110-2-2901. ACI 318-14/19 has been used for the design. Music track: Sweet Talks by Limujii Source: freetouse.com/music No Copyright Vlog Music for Video Music track: A New Day by Piki Source: freetouse.c...
Relation between two dimensional (2D) and three dimensional (3D) angles
มุมมอง 19ปีที่แล้ว
If the angles are given in two dimensional (2D) form but they needs to be represented in three dimensional (3D) form, then the relation between 2D and 3D angles need to be established. This is important in resolving the forces of tower cables, anchor blocks with horizontal and vertical bends etc. This video establish the relation between 2D and 3D angles verify it with the help of direction cos...
Structural design of underground water tank by SAP 2000/FEM
มุมมอง 4.4Kปีที่แล้ว
Design of water tank by shell element in SAP 2000. The backfill, surcharge and water loads are considered for the design. IS code is used for the design. It includes the manual calculation of reinforcement, crack width check and FEM calculation of settlement.
Thank you!
hii How can you access the Excel file?
hi. nice video. for fixed base the area springs to be provided with very high stiffness?
Thank you!
Sorry, you can choose me to ask for excel and autocad files to do, thank you!
how to accurately model the behavior of compression-only springs without invoking geometric non-linearity?
why do we need to restrain the base slab in horizontal direction? Thanks.
How to include Moving Load in Load combination with other load (DL, LL, EQL, Wind Load)
Mat and arismetic always give me headaches 😂😂😂
Hello Sir, thank you for sharing the useful video. Can i get the excel file, Sir?
sir i want it as well
requesting excel file too. thanks
Sorry, you can choose me to ask for excel and autocad files to do, thank you!
Perfect
Also kindly model the tunnel intersection in sap 2000
Can you attach the design Excel sheet with this video
Hii
Can u provide the excel sheet
Hi Dear! can you send me excel file for the calculated of reaction modules ?
Reaction modulus = bearing capacity * factor of safety for soil/permissible settlement = bearing capacity *(2.5 or 3) / (25mm)
Thanks for the video. It seems that at 28:43 second in settlement combination the cover slab LL is not considered. Is it necessary or not?
Yes, you are right. The slab LL (slab live load) is also necessary for the settlement check. It needs to be included in the settlement combination. Thanks for the feedback.
@@subindesar2631 Hello sir thank you for your valuable information. could you share your excel, Mr.Desar ?