Metal roof C-Purlins Z-Purlins 500 1000 2000 2000 2000 2000 2000 2000 1000 6000 Fig.1: Reinforced-concrete columns with corbels supporting a roof truss system (dimensions are in millimeters). This figure can be read as an elevation view along the Line (1) of the drawing shown in Fig. 3. N. B: The way how the outer overhanging portion of the metal roof is connected to the rest of the structural system has not been included in this project for simplification./n5 3 (2) (1) 1000 2000 2000 2000 2000 2000 2000 1000 BA CDEFG EU X₂ * * X₂ X₁/nPHYSICAL PROPERTIES Nominal Type Thickness 22 mm (in.) 0.76 (0.030) Design Thickness mm (in.) 0.762 (0.0300) Overall Depth mm (in.) 37.4 (1.47) Weight (lb/ft²) 8.50 (1.74) Section Modulus M* mm³ (in³) 9 529 (0.1772) M™ mm³ (in) 10 061 (0.1875) Moment of Inter for Deflection mm (in) 202 228 (0.1481)/nCol. 1 Purlin ID B1-B2 C1-C2 D1-D2 E1-E2 F1-F2 G1-G2 H1-H2 B2-B3 C2-C3 D2-D3 E2-E3 F2-F3 G2-G3 H2-H3 B3-B4 C3-C4 D3-D4 E3-E4 F3-F4 G3-G4 H3-H4 B4-B5 C4-C5 D4-D5 E4-E5 F4-F5 G4-G5 H4-HS B5-B6 C5-C6 D5-D6 ES-E6 FS-F6 G5-G6 HS-H6 Col. 2 Col. 3 Length Ag (mm) Col. 4 Own weight (kN/m) Col. 5 Tributary width (mm) Col. 6 Roof load intensity (kN/m²) Col. 7 Roof load carried by the purlin (kN/m) Col. 8 Total load carried by the purlin (kN/m) Col.9 Reactions on each truss carrying the purlin (kN)

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Metal roof C-Purlins Z-Purlins 500 1000 2000 2000 2000 2000 2000 2000 1000 6000 Fig.1: Reinforced-concrete columns with corbels supporting a roof truss system (dimensions are in millimeters). This figure can be read as an elevation view along the Line (1) of the drawing shown in Fig. 3. N. B: The way how the outer over

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