Home
Add Document
Sign In
Register
Section Classification BS 8118-1-1991
Home
Section Classification BS 8118-1-1991
Section classification of an unwelded internal element under a uniform compressive stress due to bending of an aluminium profile...
Author:
Athumiz
231 downloads
510 Views
78KB Size
Report
DOWNLOAD .PDF
Recommend Documents
Classification de Section - Applications
Local Buckling and Section Classification
Local Buckling and Section Classification
BS 5930 - 2015 Section 6
BS 5930 - Soil descriptionFull description
Local Buckling and Cross-section Classification
Steel design, how to calculate local buckling and. Cross section classification according to eurocode.
BS 1377-2 1990 Classification tests
Classification
Section
From matahlino.com
BS en 10020 Definition and Classification of Grades of Steel
INCOME CLAssification
IncomeFull description
BS en 10020 Definition and Classification of Grades of Steel
Full description
Gearboxes Classification
FPSO Classification
Pump Classification
pump
Account Classification
Break down of the accounts with their individual classifications.Full description
BS
bs
bs
British standard for Design of concrete structures for retaining aqueous liquidsDescrição completa
Stitches Classification
Full description
Thread Classification
facies classification
classified of sedeimantry frock facies
Biology Classification
Biology - Chapter - Classification
4 Classification
thinkiit prefoundation
Classification Software.pdf
Feng’s Classification
Full description
UPMC classification
Collection of foot and ankle classification systems. Podiatry. Pocket podiatric classification guide. Trauma, Fractures, surgical planning.
Section Classification of 'Non-W 'Non-Welded' elded' Thin Elements [BS 8118-1: 1991] by: I.R. Itum
Created: 28-July-2012
Unreinforced Unreinfor ced Flat Fla t Elements §01. Internal Elements Under Uniform Compression §01-1. Farthest Farthest Element
b 60mm
→
flat width of the element
t 2.5mm
→
the thickness of the element
y1 97.94mm
→ the distan ce of the most severely stressed fibe r from from the th e NA of the gross section.
y2 96.14mm
the distance of the element under consideration from from the NA. NA. → limiting
250MPa y 1 p o
M
→
p o 160MPa ε
Compression Side
1.262
y2
stress
→ stress
parameter
β b t 24 → width to thickness ratio ratio for internal u nwelded element β1 18 ε 22.71 → lower limit of slenderness ratio
8118-1:1991 βo 22 ε 27.756
→ high er
8118-1:1991 Element Classifica C lassifica tion tio n
Tension Side
►
Table 4.3, BS
limit of slenderness ratio ratio for internal unwelded el ement ► Table 4.3, BS
► Clause
4.3.3.4, BS 8118 -1-1991
"Fully Compact" if β β1
"Semi-Compact"
"Semi-Compact" if β1 β βo "Slender" if β βo Effective thi ckness x
β
ε
19.023
32 220 k L min 1.0 1
x
2
x
teff k L t 2.5mm
by: I.R.Itum, C.E.
→ effective
→ thickn ess
reductio reductio n factor for for unwelded internal element & Table K.1 (curve C), B1 8118-1-1991
► Figure
4.5, curve C
thickness
Section Classification BS 8118-1-1991.xmcd 1/5
×
Report "Section Classification BS 8118-1-1991"
Your name
Email
Reason
-Select Reason-
Pornographic
Defamatory
Illegal/Unlawful
Spam
Other Terms Of Service Violation
File a copyright complaint
Description
×
Sign In
Email
Password
Remember me
Forgot password?
Sign In
Our partners will collect data and use cookies for ad personalization and measurement.
Learn how we and our ad partner Google, collect and use data
.
Agree & close