Technical Manual - Rlsd

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12 Ribdeck 80 - Normal weight concrete Single - Unpropped Multiple - Unpropped Multiple - Propped Normal weight concrete Span/load table Normal weight concrete Support Condition Simplified fire design table Normal weight concrete Fire Rating Slab Span (m) for given Imposed Load (kN/m2 (Hrs) Depth (mm) 5.0 A142 6.7 10.0 ) A193 A252 5.0 6.7 10.0 5.0 6.7 10.0 5.0 A393 6.7 10.0 140 3.65 3.31 2.86 3.91 3.55 3.06 4.01 3.79 3.27 4.01 4.01 3.51 150 3.84 3.49 3.02 3.91 3.75 3.25 3.91 3.91 3.48 3.91 3.91 3.73 160 3.82 3.64 3.16 3.82 3.82 3.41 3.82 3.82 3.65 3.82 3.82 3.82 1.0 170 3.73 3.71 3.23 3.73 3.73 3.49 3.73 3.73 3.73 3.73 3.73 3.73 175 3.69 3.69 3.26 3.69 3.69 3.52 3.69 3.69 3.69 3.69 3.69 3.69 200 - - - 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 250 - - - - - - 3.20 3.20 3.20 3.20 3.20 3.20 150 3.31 3.01 2.61 3.60 3.27 2.83 3.89 3.54 3.06 3.91 3.91 3.51 160 3.47 3.17 2.75 3.79 3.45 3.00 3.82 3.74 3.25 3.82 3.82 3.74 1.5 170 3.61 3.30 2.87 3.73 3.60 3.14 3.73 3.73 3.41 3.73 3.73 3.73 175 3.65 3.34 2.91 3.69 3.65 3.18 3.69 3.69 3.46 3.69 3.69 3.69 200 - - - 3.50 3.50 3.31 3.50 3.50 3.50 3.50 3.50 3.50 250 - - - - - - 3.20 3.20 3.20 3.20 3.20 3.20 160 3.04 2.77 2.42 3.37 3.07 2.67 3.70 3.37 2.93 3.82 3.82 3.42 170 3.18 2.91 2.54 3.53 3.23 2.81 3.73 3.55 3.09 3.73 3.73 3.62 2.0 175 3.24 2.97 2.59 3.60 3.30 2.88 3.69 3.62 3.16 3.69 3.69 3.69 200 - - - 3.50 3.43 3.02 3.50 3.50 3.32 3.50 3.50 3.50 250 - - - - - - 3.20 3.20 3.20 3.20 3.20 3.20 longer spans Ribdeck 80 (mm) (m3 /m2 Slab Concrete 0.9 Gauge 1.0 Gauge 1.2 Gauge Depth Volume Imposed Load Imposed Load Imposed Load ) FW 5.0 6.7 10.0 FW 5.0 6.7 10.0 FW 5.0 6.7 10.0 140 0.098 3.73 3.73 3.73 3.51 4.11 4.11 4.11 3.56 4.28 4.28 4.28 3.67 150 0.108 3.63 3.63 3.63 3.63 4.01 4.01 4.01 3.79 4.20 4.20 4.20 3.90 160 0.118 3.55 3.55 3.55 3.55 3.92 3.92 3.92 3.92 4.12 4.12 4.12 4.12 170 0.128 3.47 3.47 3.47 3.47 3.83 3.83 3.83 3.83 4.05 4.05 4.05 4.05 175 0.133 3.43 3.43 3.43 3.43 3.79 3.79 3.79 3.79 4.02 4.02 4.02 4.02 200 0.158 3.26 3.26 3.26 3.26 3.61 3.61 3.61 3.61 3.86 3.86 3.86 3.86 250 0.208 2.97 2.97 2.97 2.97 3.30 3.30 3.30 3.30 3.57 3.57 3.57 3.57 140 0.098 4.01 4.01 4.01 3.51 4.47 4.47 4.47 3.56 4.90 4.90 4.68 3.67 150 0.108 3.91 3.91 3.91 3.73 4.36 4.36 4.36 3.79 5.09 5.09 4.99 3.90 160 0.118 3.82 3.82 3.82 3.82 4.26 4.26 4.26 4.03 4.98 4.98 4.98 4.14 170 0.128 3.73 3.73 3.73 3.73 4.17 4.17 4.17 4.17 4.87 4.87 4.87 4.38 175 0.133 3.69 3.69 3.69 3.69 4.12 4.12 4.12 4.12 4.82 4.82 4.82 4.50 200 0.158 3.50 3.50 3.50 3.50 3.92 3.92 3.92 3.92 4.60 4.60 4.60 4.60 250 0.208 3.20 3.20 3.20 3.20 3.58 3.58 3.58 3.58 4.23 4.23 4.23 4.23 140 0.098 4.90 4.74 4.33 3.51 4.90 4.81 4.39 3.56 4.90 4.90 4.51 3.67 150 0.108 5.25 5.04 4.61 3.73 5.25 5.11 4.67 3.79 5.25 5.24 4.79 3.90 160 0.118 5.60 5.34 4.88 3.97 5.60 5.41 4.95 4.03 5.60 5.55 5.08 4.14 170 0.128 5.95 5.64 5.16 4.20 5.95 5.72 5.23 4.26 5.95 5.86 5.36 4.38 175 0.133 6.13 5.79 5.26 4.31 6.13 5.87 5.37 4.38 6.13 6.02 5.50 4.50 200 0.158 6.50 6.17 5.64 4.90 6.50 6.46 5.91 4.97 6.50 6.50 6.22 5.10 250 0.208 6.37 6.37 6.22 5.48 6.50 6.50 6.50 5.75 6.50 6.50 6.50 6.15 Refer to page 7 for notes on the use of these tables
Ribdeck 80 - Lightweight concrete Single - Unpropped Multiple - Unpropped Multiple - Propped Normal weight concrete Span/load table Lightweight concrete Support Condition Slab Concrete 0.9 Gauge 1.0 Gauge 1.2 Gauge Depth Volume Imposed Load Imposed Load Imposed Load (mm) (m3 /m2 ) FW 5.0 6.7 10.0 FW 5.0 6.7 10.0 FW 5.0 6.7 10.0 130 0.098 3.90 3.90 3.89 3.10 3.90 3.90 3.90 3.16 3.90 3.90 3.90 3.26 140 0.108 3.97 3.97 3.97 3.30 4.20 4.20 4.20 3.36 4.20 4.20 4.20 3.46 150 0.118 3.88 3.88 3.88 3.51 4.28 4.28 4.28 3.57 4.44 4.44 4.44 3.67 160 0.128 3.80 3.80 3.80 3.73 4.19 4.19 4.19 3.79 4.36 4.36 4.36 3.89 175 0.133 3.68 3.68 3.68 3.68 4.07 4.07 4.07 4.07 4.25 4.25 4.25 4.23 200 0.158 3.51 3.51 3.51 3.51 3.88 3.88 3.88 3.88 4.10 4.10 4.10 4.10 250 0.208 3.23 3.23 3.23 3.23 3.58 3.58 3.58 3.58 3.85 3.85 3.85 3.85 130 0.098 3.90 3.90 3.89 3.10 3.90 3.90 3.90 3.16 3.90 3.90 3.90 3.26 140 0.108 4.20 4.20 4.15 3.30 4.20 4.20 4.20 3.36 4.20 4.20 4.20 3.46 150 0.118 4.18 4.18 4.18 3.51 4.50 4.50 4.49 3.57 4.50 4.50 4.50 3.67 160 0.128 4.09 4.09 4.09 3.73 4.56 4.56 4.56 3.79 4.80 4.80 4.80 3.89 175 0.133 3.96 3.96 3.96 3.96 4.43 4.43 4.43 4.11 5.18 5.18 5.18 4.23 200 0.158 3.77 3.77 3.77 3.77 4.22 4.22 4.22 4.22 4.95 4.95 4.95 4.79 250 0.208 3.47 3.47 3.47 3.47 3.89 3.89 3.89 3.89 4.58 4.58 4.58 4.58 130 0.098 3.90 3.90 3.80 3.10 3.90 3.90 3.86 3.16 3.90 3.90 3.90 3.26 140 0.108 4.20 4.20 4.04 3.30 4.20 4.20 4.11 3.36 4.20 4.20 4.20 3.46 150 0.118 4.50 4.50 4.30 3.51 4.50 4.50 4.37 3.57 4.50 4.50 4.49 3.67 160 0.128 4.80 4.80 4.56 3.73 4.80 4.80 4.63 3.79 4.80 4.80 4.75 3.89 175 0.133 5.25 5.25 4.95 4.05 5.25 5.25 5.02 4.11 5.25 5.25 5.15 4.23 200 0.158 6.00 6.00 5.59 4.59 6.00 6.00 5.67 4.66 6.00 6.00 5.82 4.79 250 0.208 6.50 6.50 6.50 5.67 6.50 6.50 6.50 5.76 6.50 6.50 6.50 5.91 Simplified fire design table Lightweight concrete Fire Rating Slab Span (m) for given Imposed Load (kN/m2 (Hrs) Depth (mm) 5.0 A142 6.7 10.0 ) A193 A252 5.0 6.7 10.0 5.0 6.7 10.0 5.0 A393 6.7 10.0 130 3.62 3.25 2.78 3.87 3.48 2.98 3.90 3.72 3.10 3.90 3.89 3.10 140 3.85 3.47 2.98 4.15 3.73 3.20 4.20 4.00 3.30 4.20 4.15 3.30 150 4.04 3.65 3.14 4.18 3.94 3.38 4.18 4.18 3.51 4.18 4.18 3.51 1.0 160 4.09 3.78 3.26 4.09 4.09 3.52 4.09 4.09 3.73 4.09 4.09 3.73 175 3.96 3.89 3.36 3.96 3.96 3.63 3.96 3.96 3.90 3.96 3.96 3.96 200 - - - 3.77 3.77 3.77 3.77 3.77 3.77 3.77 3.77 3.77 250 - - - - - - 3.47 3.47 3.47 3.47 3.47 3.47 140 3.37 3.04 2.61 3.68 3.31 2.84 3.99 3.59 3.08 4.20 4.13 3.30 150 3.59 3.24 2.79 3.93 3.55 3.05 4.18 3.85 3.31 4.18 4.18 3.51 1.5 160 3.76 3.40 2.93 4.09 3.73 3.21 4.09 4.06 3.50 4.09 4.09 3.73 175 3.84 3.49 3.02 3.96 3.82 3.31 3.96 3.96 3.60 3.96 3.96 3.96 200 - - - 3.77 3.77 3.44 3.77 3.77 3.74 3.77 3.77 3.77 250 - - - - - - 3.47 3.47 3.47 3.47 3.47 3.47 150 3.18 2.87 2.47 3.53 3.19 2.75 3.89 3.51 3.02 4.18 4.12 3.51 160 3.37 3.05 2.63 3.75 3.39 2.93 4.09 3.74 3.22 4.09 4.09 3.73 2.0 175 3.49 3.17 2.74 3.89 3.54 3.06 3.96 3.90 3.37 3.96 3.96 3.96 200 - - - 3.77 3.64 3.17 3.77 3.77 3.49 3.77 3.77 3.77 250 - - - - - - 3.47 3.47 3.47 3.47 3.47 3.47 Refer to page 7 for notes on the use of these tables 13
Page 1 and 2: Technical Manual The difference is
Page 3 and 4: For a service with a difference, ch
Page 5 and 6: Contents Steel decking product rang
Page 7 and 8: Section properties and notes to tab
Page 9 and 10: Holorib - Lightweight concrete Sing
Page 11: Ribdeck E60 - Lightweight concrete
Page 15 and 16: Ribdeck AL - Lightweight concrete S
Page 17 and 18: What is it? Resotec is a thin const
Page 19 and 20: Principal Benefits Extensive testin
Page 21 and 22: Holorib with STRUX ® 90/40 fibres
Page 23 and 24: Ribdeck E60 with STRUX ® 90/40 fib
Page 25 and 26: Ribdeck AL with STRUX ® 90/40 fibr
Page 27 and 28: Guidelines for contractors These gu
Page 29 and 30: RLSD Shaping the London Skyline The
Page 31 and 32: 1 10 5 11 4 2 1 1 Canada Square - 1
Page 33 and 34: RLSD Shaping the London Skyline St
Page 35 and 36: RLSD Architectural Impact Across th
Page 37 and 38: RLSD Architectural Impact Across th
Page 39 and 40: Temporary support Temporary support
Page 41 and 42: Fixing and Securing Prior to the co
Page 43 and 44: SHEAR STUDS Shear studs are normall
Page 45 and 46: COMPOSITE FLOOR SLAB Loading of the
Page 47 and 48: Our partners... Carthusian Court, 1

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