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Release notes for ESRGSR 3.21. Implementation of IS 1893: 2002 part 2 which is given for Liquid retaining structures.   a)...
b) Then the lateral force in X and Y direction are calculated for tank empty condition.
b) For tank full condition the impulsive and Convective mass are calculated using   Section 4.2.2.2 of IS.
d) For these masses the time period and lateral forces are calculated.2. Grid value related changes in Slab Beam type of t...
07 release notes for esrgsr 3.2
07 release notes for esrgsr 3.2
07 release notes for esrgsr 3.2
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07 release notes for esrgsr 3.2

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07 release notes for esrgsr 3.2

  1. 1. Release notes for ESRGSR 3.21. Implementation of IS 1893: 2002 part 2 which is given for Liquid retaining structures. a) Using this total weight of the structure is calculated first.
  2. 2. b) Then the lateral force in X and Y direction are calculated for tank empty condition.
  3. 3. b) For tank full condition the impulsive and Convective mass are calculated using Section 4.2.2.2 of IS.
  4. 4. d) For these masses the time period and lateral forces are calculated.2. Grid value related changes in Slab Beam type of tank are made.3. Column editing related changes in cylindrical type of tank is made.4. Modification in Flat slab detailing regarding min. steel.

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