8 balandra place kareela nsw 2232 australia - · pdf filepttank is a windows standalone...
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8 Balandra Place KAREELA NSW 2232 Australia Phone +61 2 9589 1135 Email [email protected] Website www.pttanksoftware.com DESIGN OF CIRCULAR LIQUID
RETAINING STRUCTURES
A Comprehensive Computer Package for the Analysis and Design of
Prestressed Tanks (Precast or Insitu)
PTtank analyses and designs a tank, generating an A3 drawing in less than 5 minutes
PTtank has been written and developed by a practicing structural engineer
specializing in Post-Tensioned structures
PTtank is a Windows standalone program that analyses and designs circular, liquid retaining structures (Tanks). The Tank is prestressed in the horizontal direction, but can be stressed or reinforced only, in the vertical direction PTtank Generates a Quantities report together with an A3 drawing, complete with details for tender pricing and issue.
• Tank Size: Diameter, Wall and Water Heights THE INPUT
• Construction Wall Type: Precast or Insitu • Tank Wall Fixity
o Top can be Free or Pinned o Bottom can be Free, Pinned or Rubber
• Hoop Tendon Details: Stressing Arrangement o Two, Four or Six Stressing Points
• Hoop Tendon Anchor Type o Buttress (Pilaster) or Pocket (Z-Type)
• For Precast Walls, the Panel
Constraints o Maximum Panel
Weight and Width o Wet Joint Width
PTtank evaluates the Tendons (Hoops) Losses, and determines the number of Tendons required, to balance the applied loads. It accurately defines the location of each tendon up the wall.
THE HORIZONTAL (HOOPS) TENDONS
The Tendons (Hoops) Stressing Sequence generally controls the design of the wall vertically. PTtank uses the most efficient and economic sequence (‘Odds-Up-Evens-Down’), to stress the Hoops. PTtank graphically animates the sequence. This helps user understand this complex operation.
PTtank generates all required Load Cases. These are: TANK LOADING CASES
• Gravity: Self Weight, Additional Dead, and Live Loads • Hydrostatic: Overflow and Service
• Temperature – Four Cases
• Moisture Variation: Swelling and Shrinkage
TANK LOADING CASES—Continued)
• Earth (Embedded Tanks Only) • Earthquake Loading on Water • Earthquake on Soil (Embedded Tanks Only)
PTtank Analyses each Load Case individually, and the results are Tabulated and Plotted.
TANK LOADING CASES and ANALYSIS RESULTS
PTtank generates all factored Load Combinations (40 off), required for the design The Controlling Combinations (Vertical and Horizontal), are displayed in the Analysis Results Summary
COMBINATION OF LOAD CASES
PTtank performs a Cracked Section Design for all load combinations, for each node, in both directions. (That is 1,680 checks for a 20 node Tank). The Controlling Conditions are displayed in the Design Results Summary.
DESIGN of WALL
User can selectively view, individual Combinations and their Analysis and Design Results
PTtank analyses and designs the Ring Footing Beam, to carry all the wall generated actions
RING FOOTING BEAM
PTtank analyses and designs the Tank Slab as a Prestressed Slab-On-Grade to carry all Tank generated actions
TANK SLAB
Generated Tender Drawing
Tank Input Details
Stressing Arrangement Anchor Types
Panel Constraints
Horizontal Tendons (Hoops) – Number Required
Horizontal Tendons (Hoops) Losses
Gravity Loads Hydrostatic Loads
Temperature Loads
Moisture Variation Earth Loading
Earthquake on Water
Earthquake on Soil (Embedded Tanks)
Plots of Vertical Deflection, Moment, Shear & Axial Forces
Plots of Horizontal Moment And Hoop Tensile Force
Tabulation of Analysis Results
Analysis Results Summary
Design Results Summary
Individual Load Combination – Analysis and Design Results
Ring Footing Design
Tank Slab Design
PTtank Synopsis