Ship Plate Thickness

Common steel problems

How long should the upper hook of vertical reinforcement be taken in walls and wall columns?

Answer: anchor length minus plate thickness plus protective layer.

What are the methods for the horizontal distribution reinforcement in the shear wall at the corner?

Answer: 1) turn directly on the outside; 2) Hook at the inner side of column corner reinforcement, with hook length of 0.8lae.

In a shear wall of equal width, what is the difference between the horizontal side length of stirrup between wall beam and wall column?

Answer: twice the diameter of column longitudinal reinforcement.

Which line is used as the anchor point for oblique cross concealed bracing in shear wall?

Answer: the connection between the upper and lower openings.

Where is the stirrup densification area for oblique cross concealed bracing in shear wall?

Answer: at the intersection of concealed bracing connecting the upper and lower openings.

When the opening in the shear wall exceeds what size, concealed beams and columns shall be set at the edge of the hole?

Answer: 800mm.

When the opening in the shear wall is large, the reinforcement shall be set at the hole edge?

Answer: more than 300mm and less than 800mm.

How to calculate the size of tie bar in shear wall?

Answer: the wall thickness minus the length of the horizontal section of the double protective layer is the inner ruler of the tie bar, plus two 135 degree hooks, the hook length is 10d and greater than 75mm respectively.

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