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Also reducible live load area at each floor is listed in the spreadsheet. See Live Load Reduction for more information about live load reduction.
Tributary Forces
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Figure 311
Tributary analysis results of C1 column design line are available in tributary forces spreadsheet.
→ Go to Tributary area → Tributary Forces as demonstrated in Figure 311.
Tributary analysis results are reported per load class, load combination and envelopes.
Load Classes and load cases used in numerical example are as follows;
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Figure 112
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Figure 213
Finite Results
**Must be updated
Load Take Down Calculations
Cumulative tributary forces of C1 column design line is shown in Figure 3.
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Figure 3
Tributary area of C1 column at 2-3-Roof floor and is equal to 95.83 sq ft as shown in Figure 4.
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