MADCAD.com - The Cloud-Based Reference Library

- Free Trial - Webinar - Feedback

Cart (0)

No items in cart.

Total

There is a technical issue about last added item. You can click "Report to us" button to let us know and we resolve the issue and return back to you or you can continue without last item via click to continue button.

Home

Content

Tour

eLibrary

Store

Please login to your personal account to use this feature.

Email:

Password:

Forgot your password?

Remember me for one month

Need a login? Register now.

Contact us for a custom quote

Please fill the form below and a member of our staff will contact you shortly. The contents of your cart will automatically be sent to us so we can provide an accurate custom quote.

Company*
Full name*
Email*
Phone

⨯To continue with accurate pricing,
please select your company type below:

Large goverment organizations

Large multi-national corporation (more than $5B annual revenue)

None of the above

Your company has a special pricing case for IEEE.
For pricing, please contact us by filling out the form.

Full name*
Email*
Phone
Your selection

⨯We need your input!

Are you a code official in a jurisdiction with less than 300,000 population?

Yes No

This item is only available for the code officials of jurisdictions less then 300K population.

If you do not meet the criteria item will be removed and you will be able to continue shopping other items.

⨯ We need your input!

Your company has a special pricing case for ASME.
Please make sure the information you provide below is accurate.

Company Industry
Number Of Employees
Revenue

Pricing for the ASME publications in the store is for a 1-4 employee company in Construction Industry with revenue under $500,000.
If correct company info does not match what is publicly available info we will suspend the access and contact you for correction.
Please call 1-800-798-9296 if you have any questions.
If your company has more than 5,000 employee or more than 500 mil revenue please email us at info@madcad.com to receive a special quote, use "ASME Quote" on the subject line.

⨯We need your input!

Are you an existing Madcad user?
If so, please login to continue with the free items in your cart.

Yes No

⨯We need your input!

This bundle includes subscribed items.

Add only currently NOT subscribed items.
Add all items

Search book title

Search book content

Clear all filters Advanced Search Basic Search

Download File

eLibrary > 17/30337809 DC BS EN 15512. Steel static storage systems. Adjustable pallet racking systems. Principles for structural design >

17/30337809 DC BS EN 15512. Steel static storage systems. Adjustable pallet racking systems. Principles for structural design, 2017

Expand All

TOC Search:

17/30337809 DC BS EN 15512. Steel static storage systems. Adjustable pallet racking systems. Principles for structural design, 2017

41_e_stf.pdf [Go to Page]
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols
5 Basis of design
6 Actions and combinations of actions
7 Partial factors and combination rules
8 Steel
9 Structural analysis
10 Global analysis of beam pallet racks
11 Serviceability limit states
12 Marking and labelling - Identification of performance of rack installations
13 Test methods and evaluation of results
Annex A (normative)Testing [Go to Page]
A.1 Materials tests [Go to Page]
A.1.1 Tensile test
A.1.2 Bend tests
A.2 Tests on components and connections [Go to Page]
A.2.1 Stub column compression test [Go to Page]
A.2.1.1 Purpose of the test
A.2.1.2 Test arrangement and method - Alternative 1
A.2.1.3 Test arrangement and method - alternative 2
A.2.1.4 Corrections to the observations
A.2.1.5 Derivation of the results
A.2.2 Compression tests on uprights - Checks for the effects of distortional buckling [Go to Page]
A.2.2.1 Purpose of the test
A.2.2.2 Test arrangement and method
A.2.2.3 Derivation of the test results
A.2.3 Compression tests on uprights - Determination of buckling curves [Go to Page]
A.2.3.1 Purpose of the test
A.2.3.2 Test arrangement
A.2.3.3 Test Method
A.2.3.4 Corrections to the Observations
A.2.3.5 Derivation of the column curve
A.2.4 Bending tests on beam end connectors [Go to Page]
A.2.4.1 Purpose of the Test
A.2.4.2 Test arrangements
A.2.4.3 Test Procedure
A.2.4.4 Corrections to the observations
A.2.4.5 Derivation of the Results and Procedure to define curves
A.2.5 Looseness tests on beam end connectors [Go to Page]
A.2.5.1 Purpose of the test
A.2.5.2 Alternative 'A' Test arrangement using a double acting jack
A.2.5.3 Test Method
A.2.5.4 Corrections to the observations
A.2.5.5 Derivation of results
A.2.5.6 Alternative ‘B’ using two cantilever beams and a central upright
A.2.5.7 Corrections to the observations
A.2.5.8 Derivation of results
A.2.6 Shear tests on beam end connectors and connector locks [Go to Page]
A.2.6.1 Purpose of the test
A.2.6.2 Test arrangement
A.2.6.3 Test Method
A.2.6.4 Corrections to the observations
A.2.6.5 Derivation of Results
A.2.7 Tests on floor connections [Go to Page]
A.2.7.1 Purpose of the Test
A.2.7.2 Alternative ‘A’ using two lengths of upright with a central concrete block
A.2.7.3 Alternative ‘B’ using a single length of upright with an end concrete block
A.2.7.4 Corrections to the observations
A.2.7.5 Derivation of the Results
A.2.8 Frame Shear stiffness tests [Go to Page]
A.2.8.1 Purpose of the tests
A.2.8.2 Method A, loading the frame in the longitudinal direction
A.2.8.3 Alternative method B using a cross-aisle reversible shear load on a frame
A.2.9 Bending tests on upright sections [Go to Page]
A.2.9.1 Purpose of the Test
A.2.9.2 Test Arrangement
A.2.9.3 Test method
A.2.9.4 Corrections to the observations
A.2.9.5 Derivation of results
A.2.10 Bending tests on beams [Go to Page]
A.2.10.1 Purpose of the test
A.2.10.2 Test arrangement
A.2.10.3 Test method
A.2.10.4 Corrections to the observations
A.2.10.5 Derivation of the results
A.2.11 Tests on upright splices [Go to Page]
A.2.11.1 Purpose of the Test
A.2.11.2 Test arrangement
A.2.11.3 Test method
A.2.11.4 Corrections to observations
A.2.11.5 Derivation of results
A.2.12 Test for the moment-shear interaction of beam end connectors [Go to Page]
A.2.12.1 Purpose of the test
A.2.12.2 Test arrangement
A.2.12.3 Test procedure
A.2.12.4 Corrections to the observations
A.2.12.5 Derivation of the bending and shear resistance
A.2.12.6 Derivation of the moment-shear interaction curve
A.2.12.7 Generalized moment-shear relationship
Annex B (informative)Amplified sway method for down-aisle stability analysis [Go to Page]
B.1 General
B.2 Linear elastic analysis
B.3 Elastic critical value
B.4 Amplification factor
Annex C (informative)Approximate equations for the design of a regular storage rack in the down-aisle direction [Go to Page]
C.1 Approximate equation for regular construction
C.2 Additional bending moments due to pattern loading
C.3 Design Moments
C.4 Design loads in outer columns
Annex D (informative)Background to the acceptance of materials of low fu/fy ratio(cold reduced steel)
Annex E (informative)Position inaccuracies
Annex F (informative)Equivalent beam loads
Annex G (informative)Simplified method for cross-aisle stability analysis in circumstances where there is uniform distribution of compartment loads over the height of the upright frame [Go to Page]
G.1 General
G.2 Global buckling of upright frames
G.3 Shear stiffness of upright frame
G.4 Amplification factor β
Annex H (informative)Factory production control (FPC) [Go to Page]
H.1 General
H.2 Frequency of tests
H.3 Bending tests on beam end connectors
H.4 Bend tests
Annex I (informative)A–deviations [Go to Page]
I.1 Dutch national legislative deviations
I.2 German national legislative deviations
Annex J (informative)Guidance to the determination of the critical length for the distortional buckling test [Go to Page]
J.1 Introduction
J.2 Length in relation to the end conditions in the test set-up
J.3 Method for the determination of the critical distortional buckling length [Go to Page]
J.3.1 Step 1
J.3.2 Step 2
J.3.3 Step 3
J.3.4 Step 4
J.3.5 Step 5
J.3.6 Step 6
Annex K (informative)Tests on floor connections: Reuse of samples [Go to Page]
K.1 Introduction
K.2 Interaction check for non-anchored base plates
K.3 Example of a test procedure reusing the test sample
Annex L (informative)Guidance to modelling spine bracing in braces pallet racking
Annex M (informative)Looseness correction
Annex N (informative)80 % loading examples
Annex O (informative)Frame looseness [Go to Page]
O.1 General
O.2 Frame bracing types
O.3 Looseness
Annex P (informative)Effect of regularly distributed perforations on properties for stiffness
Annex Q (informative)Indication for boxed 2xC beam sections [Go to Page]
Q.1 General
Q.2 Approximate limit values [Go to Page]

Email *
Password *
Confirm *
First Name *
Last Name *
Title
Company Name *
Company Size *
Industry *
Address *
Address 2
City *
State *	Zip *
Country *
Phone *
How did you hear about MADCAD.com? *

Report To Us

Contact us for a custom quote

⨯To continue with accurate pricing,
please select your company type below:

⨯We need your input!

⨯ We need your input!

⨯We need your input!

⨯We need your input!

Cart Warning

17/30337809 DC BS EN 15512. Steel static storage systems. Adjustable pallet racking systems. Principles for structural design, 2017

MADCAD.com Free Trial

Username:
Password:

Report To Us

Contact us for a custom quote

⨯To continue with accurate pricing, please select your company type below:

⨯We need your input!

⨯ We need your input!

⨯We need your input!

⨯We need your input!

Cart Warning

17/30337809 DC BS EN 15512. Steel static storage systems. Adjustable pallet racking systems. Principles for structural design, 2017

MADCAD.com Free Trial

⨯To continue with accurate pricing,
please select your company type below: