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Ribdeck E60 - Lightweight concrete<br />
Span/load table Lightweight concrete<br />
Multiple - Propped Multiple - Unpropped Single - Unpropped<br />
Support<br />
Condition<br />
Slab Concrete 0.9 Gauge 1.0 Gauge 1.2 Gauge<br />
Depth Volume Imposed Load Imposed Load Imposed Load<br />
(mm) (m3 /m2 ) FW 5.0 6.7 10.0 FW 5.0 6.7 10.0 FW 5.0 6.7 10.0<br />
120 0.094 2.98 2.98 2.98 2.44 3.36 3.36 3.26 2.60 3.60 3.60 3.59 2.86<br />
130 0.104 2.91 2.91 2.91 2.59 3.28 3.28 3.28 2.76 3.64 3.64 3.64 3.06<br />
140 0.114 2.84 2.84 2.84 2.72 3.21 3.21 3.21 2.91 3.57 3.57 3.57 3.25<br />
150 0.124 2.78 2.78 2.78 2.78 3.15 3.15 3.15 3.07 3.50 3.50 3.50 3.45<br />
175 0.139 2.66 2.66 2.66 2.66 3.01 3.01 3.01 3.01 3.34 3.34 3.34 3.34<br />
200 0.164 2.55 2.55 2.55 2.55 2.89 2.89 2.89 2.89 3.21 3.21 3.21 3.21<br />
250 0.214 2.38 2.38 2.38 2.38 2.69 2.69 2.69 2.69 3.00 3.00 3.00 3.00<br />
120 0.094 3.61 3.57 3.03 2.44 3.60 3.60 3.26 2.60 3.60 3.60 3.59 2.86<br />
130 0.104 3.52 3.52 3.22 2.59 3.90 3.90 3.47 2.76 3.90 3.90 3.87 3.06<br />
140 0.114 3.44 3.44 3.40 2.72 3.82 3.82 3.68 2.91 4.18 4.18 4.14 3.25<br />
150 0.124 3.36 3.36 3.36 2.87 3.73 3.73 3.73 3.07 4.08 4.08 4.08 3.45<br />
175 0.139 3.19 3.19 3.19 3.19 3.55 3.55 3.55 3.45 3.88 3.88 3.88 3.88<br />
200 0.164 3.04 3.04 3.04 3.04 3.39 3.39 3.39 3.39 3.70 3.70 3.70 3.70<br />
250 0.214 2.77 2.77 2.77 2.77 3.12 3.12 3.12 3.12 3.43 3.43 3.43 3.43<br />
120 0.094 3.60 3.26 2.84 2.33 3.60 3.52 3.04 2.48 3.60 3.60 3.40 2.73<br />
130 0.104 3.90 3.43 2.99 2.46 3.90 3.71 3.21 2.62 3.90 3.90 3.61 2.89<br />
140 0.114 4.20 3.59 3.13 2.58 4.20 3.90 3.37 2.75 4.20 4.20 3.81 3.05<br />
150 0.124 4.50 3.75 3.27 2.70 4.50 4.08 3.53 2.89 4.50 4.50 4.01 3.22<br />
175 0.139 5.25 4.11 3.60 2.98 5.25 4.49 3.90 3.20 5.25 5.21 4.47 3.60<br />
200 0.164 6.03 4.42 3.89 3.23 6.00 4.85 4.23 3.48 6.00 5.67 4.89 3.94<br />
250 0.214 5.55 4.94 4.38 3.66 6.19 5.46 4.80 3.98 6.50 6.45 5.61 4.56<br />
Fire Rating<br />
(mm) 5.0 6.7 10.0 5.0 6.7 10.0 5.0 6.7 10.0<br />
120 3.57 3.03 2.44 3.57 3.03 2.44 3.57 3.03 2.44<br />
130 3.52 3.22 2.59 3.52 3.22 2.59 3.52 3.22 2.59<br />
140 3.44 3.40 2.72 3.44 3.40 2.72 3.44 3.40 2.72<br />
1.0 150 3.36 3.36 2.87 3.36 3.36 2.87 3.36 3.36 2.87<br />
175 3.19 3.19 3.19 3.19 3.19 3.19 3.19 3.19 3.19<br />
200 - - - 3.04 3.04 3.04 3.04 3.04 3.04<br />
250 - - - - - - 2.77 2.77 2.77<br />
130 3.42 3.08 2.59 3.52 3.22 2.59 3.52 3.22 2.59<br />
140 3.44 3.25 2.72 3.44 3.40 2.72 3.44 3.40 2.72<br />
1.5 150 3.36 3.31 2.85 3.36 3.36 2.87 3.36 3.36 2.87<br />
175 3.19 3.19 2.98 3.19 3.19 3.19 3.19 3.19 3.19<br />
200 - - - 3.04 3.04 3.04 3.04 3.04 3.04<br />
250 - - - - - - 2.77 2.77 2.77<br />
140 3.26 2.95 2.53 3.44 3.29 2.72 3.44 3.40 2.72<br />
150 3.36 3.05 2.63 3.36 3.36 2.87 3.36 3.36 2.87<br />
2.0 175 3.19 3.16 2.74 3.19 3.19 3.07 3.19 3.19 3.19<br />
200 - - - 3.04 3.04 3.04 3.04 3.04 3.04<br />
250 - - - - - - 2.77 2.77 2.77<br />
Slab Span (m) for given Imposed Load (kN/m2 (Hrs) Depth A142<br />
)<br />
A193 A252<br />
Lightweight concrete Simplified fire design table Lightweight concrete<br />
Refer to page 7 for notes on the use of these tables<br />
11
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