The amount of material is 70.66M2, the height of 5.2M plate thickness 120MM then its template to support the amount of high project is the amount of more than 3.6 meters per 1 meter per meter to calculate the template to support the high project I know, Asked how the template to support the high amount of how to get the project.
With 70.66M2 with 2 * board support height of more than 3.6M, each additional 1M steel (wood) support quota sub-head, template support ultra-high fee is actually mechanical, artificial because of the high and increase the cost of its cost and super The high template volume is the same as that of the cast-in-place M2 with its contact area with concrete
The mold is stable, the structure is well-structured, the spacing of the bracket is arranged rationally, and the back ribs of the stent are set to meet the requirements of strength, stiffness, locality. Stability requirements. Internal mold with a special easy to unload the steel mold to ensure that the size of the construction of accurate, solid support.
This question comes from the "civil engineering measurement and pricing practice" on page 259 3-3-3 example. This problem has a beam plywood template, steel support project volume (with formula) = 70.66 level and the beam plate support ultra-high engineering volume = 72.93 level and no additional formula. The Landlord would like to know how this 72.93 level by 70.66 flat after what calculated! I am also wondering, hope my supplement is valid, but also hope to get the answer
