JCCAD——2_基础人机交互输入（JCCAD - 2_ basic human-computer interaction input）.docVIP

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JCCAD——2_基础人机交互输入（JCCAD - 2_ basic human-computer interaction input）.doc

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JCCAD——2_基础人机交互输入（JCCAD - 2_ basic human-computer interaction input）

JCCAD——2_基础人机交互输入（JCCAD - 2_ basic human-computer interaction input） JCCAD - 2. Basic man-machine interactive input JCCAD JCCAD application ning company structure design blog registration set as home page to help home | | | | blog group commune column BBS blog friends | | | | picture mall broadcast contribute | | random access | subscription Subscriber list Secret code forget password Save the password Subscriber list Secret code forget password Save the password The nning structural design blog copies the personal data log picture video (survey) friend blog group encyclopedia my journal JCCAD -- 2. Basic human-computer interaction typing classification: JCCAD application 2006.8.2 15:29 author: burning cigarette ash | comments: 0 | reading: 4797 JCCAD -- 2. Basic human-computer interaction input Geological data Enter *.dz files, and the mobile grid is the same as the actual situation. Parameter input Basic parameters 1. Calculation parameters of foundation bearing capacity A. Foundation embedded depth (unit m) : Generally from outdoor ground elevation calculation; For the basement, the raft foundation should also be calculated from the outdoor ground elevation. Other such as the base, the sole basis, the beam foundation from the indoor ground elevation calculation. (the base of the basement should be counted from the indoor ground level.) This value is used to correct foundation bearing capacity. B. automatic overburden: It refers to the ratio of the soil weight and the base area to the base area. It is used for the sole base and the base, and automatically calculates by 20kn/m * m after check. If you do not check, you should fill in the soil weight (kn/m * m) manually. When the base and the sole have a basement, they should be filled in manually, and the soil height is calculated to the basement floor. 2. Basic design parameters A. Girder assumes a bending moment ratio: 0.5, 1, 0 B. concrete c30 C. Importance coefficient: according to the specification, single pil