TCSQ_steel_re-AGl.xls
Weight Area Ix Zx-Top Zx-Bott. Ma Ix Zx-Top Zx-Bott. Ma Va Pa
Exterior Interior kg/m2 cm2 cm4 cm3 cm3 kN.m cm4 cm3 cm3 kN.m kN kN
0.7 0.7 14.87 16.00 106.88 15.92 38.40 3.29 109.49 20.92 26.95 4.32 3.84 7.98
0.7 0.5 13.19 13.87 88.01 14.87 26.04 3.07 86.64 18.45 18.33 3.79 3.84 6.92
0.5 0.5 11.28 11.43 62.42 9.06 24.75 1.87 72.56 13.90 17.75 2.87 3.71 6.92
Skin Number
Thickness of Load
(mm) Spans Case 1.50 1.75 2.00 2.25 2.50 2.75 3.00 3.25 3.50 3.75 4.00
D+L 5.12 4.39 3.84 3.41 3.07 2.79 2.56 2.36 2.15 1.76 1.45
1WP 6.81 5.84 5.11 4.54 4.09 3.71 3.40 3.14 2.86 2.49 2.17
WS 7.18 6.16 5.39 4.79 4.31 3.92 3.59 3.31 3.08 2.70 2.22
D+L 4.26 3.65 3.19 2.84 2.55 2.32 2.13 1.96 1.82 1.70 1.60
2WP 5.66 4.85 4.25 3.77 3.40 3.09 2.83 2.61 2.43 2.26 2.12
WS 5.45 4.67 4.09 3.63 3.27 2.97 2.72 2.51 2.33 2.18 2.04
D+L 4.50 3.86 3.37 3.00 2.70 2.45 2.25 2.08 1.93 1.80 1.69
3WP 5.98 5.13 4.49 3.99 3.59 3.26 2.99 2.76 2.56 2.39 2.24
WS 5.67 4.86 4.26 3.78 3.40 3.10 2.84 2.62 2.43 2.27 2.13
D+L 5.12 4.39 3.84 3.41 3.07 2.79 2.56 2.22 1.78 1.45 1.19
1WP 6.81 5.84 5.11 4.54 4.09 3.71 3.40 3.09 2.67 2.17 1.79
WS 7.18 6.16 5.39 4.79 4.31 3.92 3.59 3.28 2.63 2.13 1.76
D+L 3.69 3.16 2.77 2.46 2.21 2.01 1.85 1.70 1.58 1.48 1.38
2WP 4.91 4.21 3.68 3.27 2.95 2.68 2.45 2.27 2.10 1.96 1.84
WS 5.45 4.67 4.09 3.63 3.27 2.97 2.72 2.51 2.33 2.18 2.04
D+L 4.19 3.59 3.15 2.80 2.52 2.29 2.10 1.94 1.80 1.68 1.57
3WP 5.58 4.78 4.18 3.72 3.35 3.04 2.79 2.57 2.39 2.23 2.09
WS 5.67 4.86 4.26 3.78 3.40 3.10 2.84 2.62 2.43 2.27 2.13
D+L 4.95 4.24 3.71 2.96 2.39 1.98 1.66 1.42 1.22 1.03 0.84
1WP 6.58 5.64 4.94 3.93 3.18 2.63 2.21 1.88 1.62 1.42 1.24
WS 7.00 6.00 5.25 4.67 4.20 3.82 3.40 2.75 2.20 1.79 1.47
D+L 3.69 3.16 2.77 2.46 2.21 2.01 1.85 1.70 1.58 1.48 1.38
2WP 4.91 4.21 3.68 3.27 2.95 2.68 2.45 2.27 2.10 1.96 1.84
WS 5.27 4.52 3.95 3.51 3.16 2.63 2.21 1.88 1.62 1.42 1.24
D+L 4.19 3.59 3.15 2.80 2.52 2.29 2.08 1.77 1.53 1.33 1.17
3WP 5.58 4.78 4.18 3.72 3.35 3.04 2.76 2.36 2.03 1.77 1.56
WS 5.49 4.70 4.12 3.66 3.29 2.99 2.74 2.36 2.03 1.77 1.56
Note: D + L = Dead + Live Load ( Deflection limit Span/180 )
WP = Wind Pressure ( Deflection limit Span/120 )
WS = Wind Suction ( Deflection limit Span/120 )
Material conforming to ASTM A792 Grade 50B (Fy = 34.5 kN/cm2) or equivalent
Span in meters
Section Properties
Load Table [ kN/m2 ]
Ext. 0.5
Int. 0.5
Bottom in Compression Web Shear & Cripp.
Skin Thickness (mm) Top in Compression
Ext. 0.7
Int. 0.7
Ext. 0.7
Int. 0.5
TEMPCON "TCSQ" INSULATED STEEL PANEL
( Nominal Thickness T=50 mm )
