DOUBLE ROW Wall Unit Weight Sample Calculation

| DOUBLE ROW WALL UNIT WEIGHT CALCULATION | ||||
| DATA | ||||
| Number of Brick Rows in Wall Thickness | 2 | pcs | ||
| Brick Dimensions | ||||
| Length | 21,5 | cm | ||
| Width | 10 | cm | ||
| Height | 6 | cm | ||
| Weight of One Brick | 2,2 | kg | ||
| Mortar Joint Dimensions | ||||
| Vertical joint in length direction between bricks | 1,5 | cm | ||
| Joint in width direction between bricks | 1 | cm | ||
| Horizontal joint between bricks | 1 | cm | ||
| Joint Mortar Unit Weight | 2000 | kg/m3 | ||
| Plaster Thickness | ||||
| Left / Bottom Face Thickness | 2,5 | cm | ||
| Right / Top Face Thickness | 2,5 | cm | ||
| Plaster Mortar Unit Weight | 2000 | kg/m3 | ||
| Wall Thickness Entered in Program | 21,5 | cm | ||
| CALCULATIONS | ||||
| Number of Bricks per Square Metre | ||||
| unit length= | 1 | metre | ||
| bricks per m2 in X direction | ||||
| number of bricks in X direction per m2=(UnitLength)/(BrickLength+VerticalJoint) | ||||
| number of bricks in Y direction per m2=(UnitLength)/(BrickHeight+HorizontalJoint) | ||||
| number of bricks in X direction per m2 | 4,444444 | pcs | ||
| number of bricks in Y direction per m2 | 14,28571 | pcs | ||
| bricks per m2= number of brick rows * m2BrickX * m2BrickY | ||||
| Bricks per m2= | 126,9841 | |||
| HORIZONTAL MORTAR PER WALL M2=(brick width*number of bricks in wall thickness direction +vertical joint thickness between bricks*(number of bricks in wall thickness direction-1))*1 *horizontal joint thickness between bricks/100 | ||||
| HORIZONTAL MORTAR PER WALL M2= | 0,030714 | m3 | ||
| Vertical mortar per wall m2 (in brick length direction)= | 0,012857 | m3 | ||
| Vertical mortar per wall m2 (in brick width direction)= | 0,007619 | m3 | ||
| PLASTER Volumes | ||||
| Left/Bottom Face | 0,025 | m3 | ||
| Right/Top Face | 0,025 | m3 | ||
| WEIGHTS | ||||
| Total Brick Weight= bricks per m2 * weight of one brick | ||||
| Total Brick Weight= | 279,3651 | kg | ||
| Total Mortar Weight= | 102,381 | kg | ||
| Total Plaster Weight Left/Top=UnitLength*UnitLength*LeftTopPlaster*PlasterDensity; | ||||
| TotalPlaster WeightLeft/Top= | 100 | kg | ||
| Total Weight of Wall Unit Area | 481,746 | kg | ||
| Total Weight= (Total Brick W + Total Mortar W + Total Plaster W)/Wall Thickness/unit length (1m)/unit length (1m) | ||||
| Unit Weight to be Entered in Program= | 2240,679 | kg/m3 | ||