Quantify Waiting Shed
Quantify Waiting Shed
Quantify Waiting Shed
CALCULATIONS
WAITING SHED(REVISED)
TYPE DIMENSION (mm) THICKNESS (mm) LENGTH (mm)
GALVANIZED TUBULAR STEEL 100X200 6 2225
GALVANIZED TUBULAR STEEL 75X150 6 4500
GALVANIZED TUBULAR STEEL 75X150 6 3750
GALVANIZED TUBULAR STEEL 75X150 6 2200
GALVANIZED TUBULAR STEEL 50X100 6 1062.5
GALVANIZED STEEL PLATE 4900X2750 6 -
GALVANIZED STEEL PLATE(TRAPEZOIDALA=2750, B=2350, H=2 6 -
GALVANIZED STEEL PLATE(TRAPEZOIDALA=4900, B=4500, H=2 6 -
BASE PLATE 350X350 25 -
RIB PLATE - 12 -
RIB PLATE - 12 -
A325 BOLTS 20 - -
CONCRETE PEDESTAL 450X450 1750
CONCRETE FOOTING 1800X1800 250 -
150
FBB A 16
150
CVB B 20 400
HOOPS C 16 350
ALCULATIONS
D)
QTY (pcs) TOTAL VOLTOTAL WEIGHT (kg)
2 0.0154 120.87
2 0.0230 180.79
1 0.0096 75.33
4 0.0225 176.77
14 0.0246 193.59
1 0.0808 635.40
2 0.0077 60.13
2 0.0141 110.82
2 0.0062 48.73
16 0.0016 12.58
8 0.0004 3.15
16 - -
2 0.7100 -
2 1.6200 -
KG.
3
3
22
12
40
CALCULATIO
WAITING SHED(REVISED)
TYPE DIMENSION (mm) THICKNESS (mm)
GALVANIZED TUBULAR STEEL 100X200 6
GALVANIZED TUBULAR STEEL 75X150 6
GALVANIZED TUBULAR STEEL 75X150 6
GALVANIZED TUBULAR STEEL 75X150 6
GALVANIZED TUBULAR STEEL 50X100 6
GALVANIZED STEEL PLATE 4900X2750 6
GALVANIZED STEEL PLATE(TRAPEZOIDAL) A=2750, B=2350, H=250 6
GALVANIZED STEEL PLATE(TRAPEZOIDAL) A=4900, B=4500, H=250 6
BASE PLATE 350X350 25
RIB PLATE - 12
RIB PLATE - 12
A325 BOLTS 20 -
FBB A 16
CVB B 20
HOOPS C 16
CALCULATIONS
SHED(REVISED)
LENGTH (mm) QTY (pcs) TOTAL VOLUME (m3) TOTAL WEIGHT (kg)
2225 2 0.0154 120.87
4500 2 0.0230 180.79
3750 1 0.0096 75.33
2200 4 0.0225 176.77
1062.5 14 0.0246 193.59
- 1 0.0808 635.40
- 2 0.0077 60.13
- 2 0.0141 110.82
- 2 0.0062 48.73
- 16 0.0016 12.58
- 8 0.0004 3.15
- 8 - -