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changes.mady.by.user Zeynep Aladağ

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changes.mady.by.user Zeynep Aladağ

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Options

Straight + bent-up reinforcement

When selected, it indicates that the processed reinforcement axis will be designed as a reinforcement type consisting of flat and pillars. The reinforcement will be laid flat and in the form of a pile.

Under straight reinforcement

When selected, it indicates that the axis of the processed reinforcement will be straight reinforcement at the bottom. The reinforcement will be laid in the form of flat reinforcement at the bottom.

Special cantilever reinforcement

It is the type of reinforcement to be used for cantilever slabs. Indicates that the processed reinforcement axis will be designed as cantilever reinforcement.

Upper straight reinforcement

When selected, it indicates that the axis of the processed reinforcement will be straight reinforcement on top. The reinforcement will be laid as one straight reinforcement at the top.

Upper+under straight reinforcement

When selected, it indicates that the processed reinforcement axis will be designed as straight reinforcement type at the bottom and top. The reinforcement will be laid as straight reinforcement at the bottom and at the top.

Left valid distance

It determines how many meters distance the reinforcement will be placed on the left of the calculation lines used. Changing the value written here affects the number of slab reinforcements. For example, the valid distance is 345 cm and the slab reinforcement is fi8/36. The number of reinforcement is 345 cm/36=9.58; means that 10 pieces of 8' reinforcement will be used on the left.

Right valid distance

It determines the distance of the reinforcement to be placed on the right of the calculation lines used. Changing the value written here affects the number of slab reinforcements. For example, the valid distance is 345 cm and the slab reinforcement is fi8/36. The number of reinforcement is 345 cm/36=9.58; means that 10 pieces of 8' reinforcement will be used on the left.

2 way short

The plate is a double-sided plate and the concrete calculation line is in the short side direction of the plate. (Llong/Lsh<2)

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The plate is put on the default flat and pleated. In short spans, if desired, it can be laid only as flat reinforcement or as flat on top and bottom.

1 way short

The plate is a single-direction plate and the concrete calculation line is in the short side direction of the plate. (Llong/Lshort≥2 or balcony, landing floor)

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Plaque working in one direction is laid flat and piled for laying. In short spans, only plain reinforcement can be thrown if desired.

Console reinforcement (additional) is discarded in console plates. The reinforcement is extended to the empty end.

2 way long

The plate is a double-sided plate and the concrete calculation line is located on the long side of the plate. (Llong/Lsh<2)

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titleMoreover

Plaque is laid flat and pleated. In short spans, if desired, it can be laid only as flat reinforcement or as flat on top and bottom.

1 way long

The plate is a single-direction plate and the concrete calculation line is located on the long side of the plate. (Llong/Lshort≥2 or balcony, landing floor)

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Flat reinforcement (distribution reinforcement) is laid in slab floors and consoles operating in one direction.

Override clear length for thickness control

When the option is selected and the value is entered, the calculation gap is made according to the entered value in the slab thickness control.

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Straight Reinforcement Parameters Tab

It becomes active if "Upper+under straight reinforcement" is selected as the reinforcement type in the axis type tab . The parameters in this tab change the design conditions of the flat bars to be placed at the top and bottom.

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