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Project
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Geometry |
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Frame Span : S1 |
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m |
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Base to Haunch Height : H1 |
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m |
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Haunch to Eaves Height : H2 |
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m |
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Eaves to Ridge Height : H3 |
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m |
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Max Purlin Spacing : S2 |
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m |
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Bay Spacing |
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m |
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Loading
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Dead on Roof : D |
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kN/m2 |
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Live on Roof : L |
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kN/m2 |
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Wind on Windward Wall : W1 |
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kN/m2 |
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Wind on Windward Slope : W2 |
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kN/m2 |
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Wind on Leeward Slope : W3 |
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kN/m2 |
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Wind on Leeward Wall : W4 |
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kN/m2 |
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Load Combination Multipliers |
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Dead |
Live |
Wind |
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DL |
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DLW |
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Plastic Moment Capacities |
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Column |
Rafter |
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Mp = Sx * fy |
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kN-m |
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This is an example worksheet, not to be
used for actual calculations.
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