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aiscpy-0.1.5
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مشاهده بیشترتوضیحات
Gestor de consultas para perfiles de acero AISC
| ویژگی | مقدار |
|---|---|
| سیستم عامل | - |
| نام فایل | aiscpy-0.1.5 |
| نام | aiscpy |
| نسخه کتابخانه | 0.1.5 |
| نگهدارنده | ['Rodrigo Jimenez'] |
| ایمیل نگهدارنده | ['jimenezhuancarodrigo@gmail.com'] |
| نویسنده | Rodrigo Jimenez |
| ایمیل نویسنده | jimenezhuancarodrigo@gmail.com |
| آدرس صفحه اصلی | - |
| آدرس اینترنتی | https://pypi.org/project/aiscpy/ |
| مجوز | GNU General Public License v3 (GPLv3) |
# Gestor de consultas para selección de perfiles AISC
La AISC (American Institute of Steel Construction) es el Instituto Americano de la Construcción en Acero.
AISCPy establece una base de datos y funciones para consultar el mismo, de manera que con esta se pueda desarrollar aplicaciones de calculo estructural en acero.
Propiedades de los perfiles y unidades:
## W, S, M, HP Shapes
<img src="https://raw.githubusercontent.com/Rodrigo-A-Jimenez/aiscPY/main/img/W-Shape.png" width=40% height=40%>
## C, MC Shapes
<img src="https://raw.githubusercontent.com/Rodrigo-A-Jimenez/aiscPY/main/img/C-Shape.png" width=40% height=40%>
**A** = Cross-sectional area of member (in.^2)
**d** = Depth of member, parallel to Y-axis (in.)
**h** = Depth of member, parallel to Y-axis (in.)
**tw** = Thickness of web of member (in.)
**bf** = Width of flange of member, parallel to X-axis (in.)
**b** = Width of member, parallel to X-axis (in.)
**tf** = Thickness of flange of member (in.)
**k** = Distance from outer face of flange to web toe of fillet (in.)
**k1** = Distance from web centerline to flange toe of fillet (in.)
**T** = Distance between fillets for wide-flange or channel shape = d(nom)-2*k(det) (in.)
**gage** = Standard gage (bolt spacing) for member (in.) (Note: gages for angles are available by viewing comment box at cell K18.)
**Ix** = Moment of inertia of member taken about X-axis (in.^4)
**Sx**= Elastic section modulus of member taken about X-axis (in.^3)
**rx** = Radius of gyration of member taken about X-axis (in.) = SQRT(Ix/A)
**Iy** = Moment of inertia of member taken about Y-axis (in.^4)
**Sy** = Elastic section modulus of member taken about Y-axis (in.^3)
**ry** = Radius of gyration of member taken about Y-axis (in.) = SQRT(Iy/A)
**Zx** = Plastic section modulus of member taken about X-axis (in.^3)
**Zy** = Plastic section modulus of member taken about Y-axis (in.^3)
**rts** = SQRT(SQRT(Iy*Cw)/Sx) (in.)
**xp** = horizontal distance from designated member edge to plastic neutral axis (in.)
**yp** = vertical distance from designated member edge to plastic neutral axis (in.)
**ho** = Distance between centroid of flanges, d-tf (in.)
**J** = Torsional moment of inertia of member (in.^4)
**Cw** = Warping constant (in.^6)
**C** = Torsional constant for HSS shapes (in.^3)
**a** = Torsional property, a = SQRT(E*Cw/G*J) (in.)
**E** = Modulus of elasticity of steel = 29,000 ksi
**G** = Shear modulus of elasticity of steel = 11,200 ksi
**Wno** = Normalized warping function at a point at the flange edge (in.^2)
**Sw** = Warping statical moment at a point on the cross section (in.^4)
**Qf** = Statical moment for a point in the flange directly above the vertical edge of the web (in.^3)
**Qw** = Statical moment at the mid-depth of the section (in.^3)
**x(bar)** = Distance from outside face of web of channel shape or outside face of angle leg to Y-axis (in.)
**y(bar)** = Distance from outside face of outside face of flange of WT or angle leg to Y-axis (in.)
**eo** = Horizontal distance from the outer edge of a channel web to its shear center (in.) = (approx.) tf*(d-tf)^2*(bf-tw/2)^2/(4*Ix)-tw/2
**xo** = x-coordinate of shear center with respect to the centroid of the section (in.)
**yo** = y-coordinate of shear center with respect to the centroid of the section (in.)
**ro(bar)** = Polar radius of gyration about the shear center = SQRT(xo^2+yo^2+(Ix+Iy)/A) (in.)
**H** = Flexural constant, H = 1-(xo^2+yo^2)/ro(bar)^2)
**LLBB** = Long legs back-to-back for double angles
**SLBB** = Short legs back-to-back for double angles
**h(flat)** = The workable flat (straight) dimension along the height, h (in.)
**b(flat)**= The workable flat (straight) dimension along the width, b (in.)
**A(surf)** = The total surface area of a rectangular or square HSS section (ft.^2/ft.)
**STD** = Standard weight (Schedule 40) pipe section
**XS** = Extra strong (Schedule 80) pipe section
**XXS** = Double-extra strong pipe section
## **¿Deseas colaborar?**
Por favor contactate al correo electronico que aparece al final.
## **¿Deseas aprender?**
Por favor contactate al correo electronico que aparece al final.
AISC: American Institute Steel of Construction
**Autor:** Rodrigo Jimenez
**Email:** jimenezhuancarodrigo@gmail.com
**Reference:**
The shapes contained in this database are taken from the AISC Version 13.0
"Shapes Database" CD-ROM Version (12/2005), as well as those listed in the
AISC 13th Edition Manual of Steel Construction (12/2005).
زبان مورد نیاز
| مقدار | نام |
|---|---|
| >=3 | Python |
نحوه نصب
نصب پکیج whl aiscpy-0.1.5:
pip install aiscpy-0.1.5.whl
نصب پکیج tar.gz aiscpy-0.1.5:
pip install aiscpy-0.1.5.tar.gz