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CSI India
Приєднався 27 чер 2022
CSIESPL (CSI Engineering Software Pvt. Ltd.) is the exclusive channel partner of Computers and Structures Inc. (CSI), Walnut Creek, U.S.A. in India, Nepal, and Bhutan. CSI is the original developer of seven highly acclaimed Structural and Earthquake Engineering software packages: SAP2000, ETABS, CSIBRIDGE, Perform-3D, SAFE P/T, CSICOL and CSIPlant for Structural and Earthquake Engineering needs of engineering profession.
Dynamic Effect of Moving Load
This video explains how to study the dynamic effect of a moving load in CSi Bridge
Переглядів: 132
Відео
SAP2000 15 Creating Reports Watch & Learn
Переглядів 153 місяці тому
SAP2000 15 Creating Reports Watch & Learn
ETABS 19 Synthetic Earthquake Generation
Переглядів 134 місяці тому
ETABS 19 Synthetic Earthquake Generation
ETABS 15 Time History Plots due to Walking Excitation
Переглядів 94 місяці тому
ETABS 15 Time History Plots due to Walking Excitation
ETABS 12 Occupancy Loads using Shell Uniform Load Sets
Переглядів 194 місяці тому
ETABS 12 Occupancy Loads using Shell Uniform Load Sets
ETABS 11 Programming ETABS using the OAPI
Переглядів 354 місяці тому
ETABS 11 Programming ETABS using the OAPI
ETABS 09 Shear Wall Design and Optimization
Переглядів 74 місяці тому
ETABS 09 Shear Wall Design and Optimization
Difference between Shell-Membrane and Shell-Thin in ETABS
Переглядів 81510 місяців тому
Difference between Shell-Membrane and Shell-Thin in ETABS
How to Define Scale Factor for Earthquake Analysis in ETABS
Переглядів 1,6 тис.10 місяців тому
How to Define Scale Factor for Earthquake Analysis in ETABS
How to define Live Load Reduction Factor in ETABS
Переглядів 1,8 тис.10 місяців тому
How to define Live Load Reduction Factor in ETABS
Design of a single Mat/Raft Foundation in SAFE by combining 2 different models designed in ETABS.
Переглядів 109Рік тому
Design of a single Mat/Raft Foundation in SAFE by combining 2 different models designed in ETABS.
Pls make vid on slab detailing v imp
can i multiply it by (Importance factor/behavior factor) ? and if i do that it will give me another result ...but shouldn't the dynamic and static method have different value ? if no then what the need of modal spectral analysis as we can do the static equivalent force and it will give the same results ?
Great. How to group large no. Of different types of footings into similar groups?
Informative. Also, it is only applied to axial force. In which clause is it mentioned?
3.2.1 IS 875 Part 2
@@sathvikvarma5603 Thanks.. 👍👍