1, the first PMCAD lane
-Modeling
-Floor assembly
-Plane load check (mainly to see if any load is missing)
-Draw the structural plan (calculate and draw the reinforcement plan of the roof panel, and remember to reinforce the steel according to the crack width in the calculation parameters. The crack width is set to 0.3, and some plates are set to 0.29 just after 0.3. Wait for your master to teach you other parameters. This is the most important thing. In addition, click on the deflection diagram, crack diagram, etc. to see if there are any places that exceed the standard. )
2, then Satway Lane.
-PM to generate SATWE data (two points must be realized, the first is mainly some parameters of building structure, which have been filled in a lot when modeling, the second is to generate data, and the third is mainly to modify the special beam-column type, stiffness coefficient and material strength in the definition of special components, if not, this item will not be needed).
—— Calculation of structural internal force and reinforcement (if you are not good at adjustment, you can directly determine by default)
-Graphic display of the analysis results (mainly look at the reinforcement diagram of concrete members and the calculus diagram of steel members to see if there is any scarlet letter. If there is a scarlet letter, it is over-matched, and the model should be changed. I guess you didn't understand the information in other drawings and words at first, so I can't say it clearly here. Wait for your master to teach you.
3, and then JCCAD lane (this can be put at the end)
—— Geological data input (sometimes not available, but at least one characteristic value of foundation bearing capacity should be known)
-Man-machine interactive input of foundation (when laying foundation, remember to watch SATWE load, simply do it, and the foundation will be automatically generated. Look at the parameters first, remember to fill in the characteristic value of foundation bearing capacity, and determine the buried depth of foundation)
—— Calculation of elastic foundation beam of foundation beam plate (If there is foundation beam, this step must be carried out, but the practice varies from place to place. For example, the common multilayer frame here is that the independent foundation is directly filled with cloth foundation under the wall, and the foundation beam is replaced with strip foundation, so sometimes this step is not taken, and the strip foundation is directly calculated by hand, and then drawn in CAD.
—— Basic construction drawing (make some adjustments, export the basic details, then remember where to save them, and then open them, and then the T in "Tools" will be converted into DWG drawings.
4. The last beam of wall column lane
—— Liang Pingfa construction drawing (generally, the flat method is used more. Just like a plate, pay attention to the crack diagram and deflection diagram to see if it exceeds, and then adjust it. Some special beams should be drawn in detail. If not, choose the vertical section method to draw the beam, and then the section details will be generated internally. Pay attention to adjust the reinforcement according to the crack width in the parameter setting. For cracks and plates, set 0.3; 0.3, set to 0.29; Other parameters are taught by your master. )
-Column-level construction drawing (the key is to set the steel layer, please wait for the teacher to teach you this, the typing is not clear, remember to convert T into DWG drawing, and then modify it in CAD when both drawings are ready)
There seems to be nothing else. You should ask your host questions. Don't be afraid of being scolded for asking retarded questions. I have been scolded many times. . Master still likes to hear that the apprentice has problems (of course, you have to pay attention to whether the master is busy or not). It is for your own good to scold you.