[Talk] The things you don't know about custom lines? _ Component

Originally published as [Talk] What you don't know about custom lines This is the 33rd article of Jian Tan 1 What is a custom line The name of custom line is named by Guanglianda software mainly because it deals with some complex special-shaped line components in drawings 2 What is the function of the custom line Its role is summed up in three points (1) It can replace the treatment of complex reinforcement of special-shaped components such as special-shaped balustrade cornice etc (2) It can be used for some positions of the slab or raft requiring additional reinforcement and only the number of pieces is given (3) Can be used for special-shaped beam Custom lines are more useful In addition to the above three they can certainly handle some other components 3 Difference between custom line custom face and custom point Custom points mainly deal with point-type components (such as columns and pile caps) Custom lines work primarily with line components (such as beams walls) Custom surface mainly deal with surface components (slab raft) Custom points lines and surfaces are generally used to deal with some small sporadic components more complex line area and other components Generally custom lines are the most used There is no deduction relationship between them and other components and the deduction priority can be set among them bra tape measure in civil engineering as shown in the following figure It has only one custom line in the rebar Whether the associated components are considered for longitudinal reinforcement calculation Expand the full text Therefore when drawing a specific component it is necessary to first determine what kind of component it belongs to because their calculations are different Generally if there is no

such component in the software you can use a flexible method to draw it into the drawing using custom points/lines/surfaces to calculate the amount of work 4 How to lay out custom lines in the software How do we draw the steel bars in the following drawings in the project Before drawing we need to determine the size of this component According to the drawing we can see that the width is 100 + 200 and the height is 600 + 820 Therefore custom tape measure we define the custom of the special-shaped component according to this size When defining we need to input the size from left to right in the horizontal direction and from bottom to top in the vertical direction as shown in the following figure After entering the dimensions we draw its shape directly according to the drawing and then we arrange the reinforcement according to the drawing After arranging the transverse reinforcement it is found that the transverse reinforcement extends into the support for a lae and there is no bending How to deal with this First we need to edit the hook to change the hook to no hook as shown below Use the button on the edit end to set the anchor length to one lae as shown in the following figure 5 Deduction relationship between user-defined line and other concrete components The length volume and section area printed tape measure of the user-defined line have no deduction relationship with other components except with the user-defined line 6 User-defined line component conversion Select Custom Line-Right Click-Component Conversion and select the component to be converted Currently custom lines can only be converted into walls beams ring beams etc but not railings handrails etc Custom lines are mainly used for decorative lines in the software and there is no deduction relationship when they intersect with other concrete components 7 Calculation of custom lines (1) How to calculate the area of custom line template The custom line does not calculate the area of the template and can be drawn with beams and other components instead of the custom line Note Right click Custom Line Component Conversion to convert the custom line into wall beam coupling beam and other components (2) Can the user-defined line be used to measure concrete Custom lines can be used to calculate the quantities of volume cross-sectional area and length and the volume of concrete can be replaced by volume Author Li Mei Disclaimer This article is produced by Guanglianda Q & A-Jian Tan Column Thanks to Zhang Gong for providing information and documents Please apply for permission to reprint and indicate the source Jian Tan Return to Sohu to see more Responsible Editor tape-measure.com