Cem237 Basic Measurement Principles: Etimate Assessment Answer

Answer:


Task 1

Assumptions:           

  1. 75 X 75 X 10mm angle section is used for purlin, 120 X 120 X 8 mm angle section is used for member all the truss members.
  2. I am assuming center to center distance between column at 3.1m distance.
  • Since a span of more than 10m is required hence assuming simple fink roof Truss is suitable for this purpose.

                                                      Simple flink truss roof          

Total length of roof truss = 2.4(AC) + 2.4(CE) + 2.4(EG) + 2.4(GH) + 1.95(ED) +

 (2.4 + 2.4) X Cos 22.1(AD) + (2.4 + 2.4) X Cos 22.1(DH) + 2.4 X Tan 22.1(BC) + 2.4 X Tan 22.1 (GF) + 2.4 X Cos 39.1(CD) + 2.4 X Cos 39.1(GD) = 26.12m

Total no of fink roof truss in building = 6

Grand total of length of fink roof truss = 6 X 26.12 = 156.72m

Length of used in ridge board = 19m

Length of steel used in along the purlins = 2 X 19 = 38m

Area of 120 X 120 X 8 angle section = 120 X 8 + (120-8) X 8 = 1856 

= 1856 X  

Total volume of steel = 1856 X   X (156.72 + 19 + 38) = 0.3966 

Weight of steel = 0.3966 X 7800 Kg/ = 3 tons. (approx.)

Task 2


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