Sheet pile SCZ14 or SCZ16 and SCZ18 should be strapped to the structure of Oakland and Napier and taorang, starting from this height, then every 26 feet. Should the minimum provisions of the comprehensive strength of SCZ14 concrete block facing sacrament unit is 4000 psi. Feminise Steel Type 2 and galvanized Oakland steel sheet piling for sale should meet the applicable requirements of ASTM A 929. Scaffolds shall be anchored SCZ16 at the height of each 30 feet above.
For the type 1 box panel, the plate should meet the application requirements of ASTM A 36 for the basic SCZ18 metal analysis except that the weight of the coating should be 2 ounces, and it should be hot-dip galvanized on the basis of ASTM A 123. Except for moisture absorption, the maximum of the concrete block facing unit is 5%. The block should also comply with the additional requirements of ASTM C90 and C140.
Each square foot is a total of two sides. The diameter of fasteners should be 5/8 ", which is ASTM A 307, a level. When the 14 part of the SCZ part of the concrete block faces the supporting plate for supporting the traffic barrier, the provisions of article 22.214.171.124.1 should be applied. The width ratio of the bottom is greater than four, which is also more than 1 (4:1), and it must be fixed by the SCZ 16 joint 4 Napier. All fasteners are galvanized according to ASTM A 153, C grade. The scaffold should be solid footing and hard, to support the expected weight.
Unstable objects, such as New Zealand bricks, should not be used for support. 5. when using a screw jack to adjust the platform, SCZ 18 should be installed according to the manufacturer's specifications. For Bin-Wall Type 2, the vertical connector should be made from steel that conforms to Napier ASTM A 36 or ASTM A 907, with a minimum output of 36 Ksi and hot dip galvanizing according to ASTM A 123, but the weight of the coating should be 2 ounces. A total of two feet per square foot. The diameter of fasteners should be 5/8 ", which is in line with ASTM A 307 A-level standard.
|Section||Dimensions||Sectional Area||Mass||Moment of inertia||Modulus of section|