NUTS-calkit 0.0.6

Non-Uniform Temperature Steel beam Calculation toolKit

Manuscript of NUTS_calkit

Non-Uniform Temperature Steel beam Calculation toolKit
Yang. Li, Yong. Wang et al. May 2024, The University of Manchester

1. Python commands:

1.1 Creating Beam Object

Access

from NUTS_cakit import NUTS_cakit as nc
nc.Beam()

<<<<< Required arguments >>>>>
d: Section depth
w: Section width
ft: Flange thickness
wt: Web thickness
fpl: Plastic strength of beam
E: Elastic modulus
G: Shear modulus
L: Length
t_dist: Temperature distribtuion in the section
Dataformat: [temperature, ratio of the distance from beam top/section depth], 20C <= temperature <= 1200C.
Example: [[600,0],[270,0.7],[100,1]]

<<<<< Returning objects >>>>>
Beam object

b1=nc.Beam(E=210000,G=80770,L=5000,fpl=320,d=320,w=140,ft=10,wt=5,t_dist=[[600, 0], [500, 1]])

1.1.1 Mpl()

-Beam plastic bending moment

<<<<< Required arguments >>>>>
-Beam: A NUTS_calkit beam objects

-nc.Beam.Mpl()

1.1.2 Mcr()

-Beam Elastic Critical Bending Moment

<<<<< Required arguments >>>>>
-Beam: A NUTS_calkit beam objects

-nc.Beam.Mcr()

1.1.3 Mcr_t_bow()

-Beam Elastic Critical Bending Moment considering Thermal Bowing Effect

<<<<< Required arguments >>>>>
-Beam: A NUTS_calkit beam objects

-nc.Beam.Mcr_t_bow()