1. Release Notes 3.0.5.txt
Release notes for ESRGSR 3.0.5
1. Flat slab as bottom has been introduced for ESR Cylindrical.
2. Flat slab report has been reformatted and modified.
3. Facility to have rectangular column or circular column has been introduced
for flat slab design.
4. Hydrodynamic pressure on conical wall and bottom dome is included in
ESR Intze and ESR Conical Tanks.
5. Earthquake loads as per IS 1893 : 2002 are included.
6. Provision of catway along the tank periphery has been introduced with design.
7. Grid line setting option introduced to facilitate user to change the slab panal
sizes in case of ESR Cyln.
8. SHAFT support for ESR Cyln has been introduced. (For all types of Roof and Bottom Types)
9. In GSR, addition of upward seismic force has been introduced in uplift check.
10. GSR Rectangular with single Counterfort design was unavailable. It has been taken care of in the
current version.
11. GSR Cylindrical with wall greater than 6 m used to give error in report which has been rectified.
12. Esr Cylindrical and GSR Cylindrical with Top circular slab was taking basic factor for
deflection criteria as 26.0 for simply support conditions. The bug has been rectified.
13. GSR Cylndrical with Top Dome used to give Container Capacity as some junk value in HTML
report.
The bug has been rectified.
14. Demo Examples are included in the folder named as "ESRGSRDemo Examples"
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