Inscrivez-vous ou connectez-vous pour rejoindre votre communauté professionnelle.
First measure the straight lenths (2 x upper straight lengths=X )+ (1 x lower straght lenfth=Y) = Total straight length= l
than measure the actual length of the portion ( Beam / Slab )= L
Deduct total length of Straight portion from the Actual lenght you will get Horizontal lenght of the Triangle formed by Bentup. ( A )= L - l
Measure the vertical height of the Portion , it will the vertical height of the Triangle ( B )
Thus the Bent up Portion ( C ) = square root of ( A square + B square )
Thus Total Legth of bentup Bar = X+Y+C
Calculate by using following formulae for bent up bars having two hooks at both side
Total length of bar = total length of slab –2 side covers +2x9x Dia of bar (for hooks) + add one depth of slab excluding covers
The Easy way of doing that is to consider the BU steel Section as3 Steel Plates ( in case of Single Web Section ) or4 Steel Plates ( in case of Double Web Section ) the calculate the weight of Each Plate .. The Weigth of One Plate = Length (m) x Width (m) * Thickness (m) * Density of Steel7850 m3/kg = Weight (Kg)
the BU steel Section as3 Steel Plates ( in case of Single Web Section ) calculate the weight of Each Plate , The Weight of One Plate = Length x Width * Thickness * Density
look the lenght,widht and the thickness
to calculate the weight of Each Plate .. The Weigth of One Plate = Length (m) x Width (m) * Thickness (m) * Density of Steel7850 m3/kg = Weight (Kg)