01-10-2013, 11:33 AM
(This post was last modified: 01-10-2013, 11:34 AM by RANA WASEEM.)
Hello guyz I have developed another major sheet which makes automatic beam schedule.
You can download it here
MAIN FEATURES
WS BEAM SCHEDULE takes data from ETABS, after calculating and evaluating based on your preferences, it generates reinforcement values. In addition to that it suggest reinforcement bars for final CAD beam schedule, doing all that in seconds without any space for errors.
1) Easy and clean input by selecting a single report file from ETABS.
2) Automatically selects nearest bar dia for main bars, stirrups and side bars. Checks for maximum side bars spacing.
3) User can increase reinforcement or specify minimum reinforcement values.
4) Automatically distributes torsion reinforcement for stirrups, side bars, top and bottom steel .
5) Takes maximum of top reinforcement at end sections of continuing beam spans.
6) User can specify to make top and bottom reinforcement same, top left and top right same, can select minimum bar dia of main and secondary bars etc.
7) Different types of outputs, can print Area required vs Area provided comparison with values and percentages, can print suggested bars with reinforcement values or only the suggested bars for CAD.
8) Takes beam properties from ETABS properties not from beam names so eliminating the error of dimension difference between ETABS and beam schedule.
9) Eliminating any possibility of error in reinforcement values as it takes the exact values from ETABS, calculates, evaluate and present a final reinforcement value including torsion reinforcement.
10) Takes less than 10 seconds to build the schedule and saves more than 70% of time taken to make manual beam schedule from ETABS.
You can download it here
Code:
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MAIN FEATURES
WS BEAM SCHEDULE takes data from ETABS, after calculating and evaluating based on your preferences, it generates reinforcement values. In addition to that it suggest reinforcement bars for final CAD beam schedule, doing all that in seconds without any space for errors.
1) Easy and clean input by selecting a single report file from ETABS.
2) Automatically selects nearest bar dia for main bars, stirrups and side bars. Checks for maximum side bars spacing.
3) User can increase reinforcement or specify minimum reinforcement values.
4) Automatically distributes torsion reinforcement for stirrups, side bars, top and bottom steel .
5) Takes maximum of top reinforcement at end sections of continuing beam spans.
6) User can specify to make top and bottom reinforcement same, top left and top right same, can select minimum bar dia of main and secondary bars etc.
7) Different types of outputs, can print Area required vs Area provided comparison with values and percentages, can print suggested bars with reinforcement values or only the suggested bars for CAD.
8) Takes beam properties from ETABS properties not from beam names so eliminating the error of dimension difference between ETABS and beam schedule.
9) Eliminating any possibility of error in reinforcement values as it takes the exact values from ETABS, calculates, evaluate and present a final reinforcement value including torsion reinforcement.
10) Takes less than 10 seconds to build the schedule and saves more than 70% of time taken to make manual beam schedule from ETABS.
WS