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EngineeringLetter 151082 5-7-2015 7-32 AM
Attached to the e-mail Mens Shed Building Plans For Approval.
Design Information Sheet
Building Details
Item Design Value
Building Description Portal Design Steel Frame and Steel Clad Building
Job Reference # WSS151082
Site Address School Street POMONA QLD 4568
Building Classification Class 10
Effective Design Height 3.43 m
Main Building Left Leanto Right Leanto
Length 12m NA NA
Bay Size 3 evenly spaced NA NA
Span 8m NA NA
Roof Pitch 12 degrees NA NA
Pressure Coefficients
Item Design Value Reference
Internal Pressure coefficient CPI 0, -0.3 AS/NZS 1170.2 Clause 5.3
Windward Wall (External Across) 0.7 AS/NZS 1170.2 Table 5.2 (A)
Windward Rafter (External Across) -0.76, -0.31 AS/NZS 1170.2 Table 5.3 (B)
Leeward Rafter (External Across) -0.47 AS/NZS 1170.2 Table 5.3 (C)
Leeward Wall (External Across) -0.3 AS/NZS 1170.2 Table 5.2 (B)
Side Wall (External Along) -0.65 AS/NZS 1170.2 Table 5.2 (C)
Rafters (External Along) -0.9, -0.4 AS/NZS 1170.2 Table 5.3 (A)
Local Pressures Applied Yes AS/NZS 1170.2 Table 5.6
Site Classification
Item N NE E SE S SW W NW
Wind Region B
Importance level 2
Terrain Category 3 3 3 3 3 3 3 3
Shielding Multiplier (Ms) 0.9 0.9 1 1 1 1 0.95 0.9
Topographic Multiplier (Mt) 1 1 1 1 1 1 1 1
Wind Direction Multiplier (Md) 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Design Wind Speed 45 m/s
Snowload Factor 0kPa
Seismic Factor (Z) NA
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