- Compute And Sketch The Superimposed Dead Load Applied To Girder 1 Caused By The 150mm Thk Chb Wall Above Plastered Both 1 (31.53 KiB) Viewed 84 times
- Compute And Sketch The Superimposed Dead Load Applied To Girder 1 Caused By The 150mm Thk Chb Wall Above Plastered Both 2 (21.24 KiB) Viewed 84 times
- Compute And Sketch The Superimposed Dead Load Applied To Girder 1 Caused By The 150mm Thk Chb Wall Above Plastered Both 3 (21.24 KiB) Viewed 84 times
- Compute And Sketch The Superimposed Dead Load Applied To Girder 1 Caused By The 150mm Thk Chb Wall Above Plastered Both 4 (34.99 KiB) Viewed 84 times
Compute and sketch the superimposed dead load applied to Girder 1 caused by the 150mm thk CHB wall above (plastered both sides with full grout) with a hollow area. Use attached table as reference.
Girder 2 CHB Wall Holy Area 300 2500 2FFL Z Column Column Girder 1 1800 1800 1800 Grout Spacing Wythe thickness (mm) 150 100 200 1.15 1.48 2.01 16.5 - N/m^3 Density of Unit No prout 800 600 400 Full 105 1.40 150 1.79 2.50 1.53 1.63 1.92 2.63 2.20 2.54 3.59 add 0.24 kPa for each face plastered. - Retrieved from Table 204-2 Minimum Design Dead Loads (kPa) of NSCP 2015