This European Standard gives guidelines for operational aspects relevant to structural safety of storage
systems. Such systems operate with heavy mechanical handling equipment working in close proximity to
static storage equipment. This European Standard minimizes the risk and consequences of unsafe operation
or damage to the structure. Some other forms of storage equipment are only partially covered and further
consideration, beyond the scope of this European Standard, can be required.
This European Standard gives guidance in conjunction with prEN 15512, EN 15620, and EN 15629 to ensure
that the specifier, user and designer are aware of the constraints in each other’s area to allow a safe design to
be produced.
This European Standard specifically excludes storage equipment manufactured form materials other than
steel (except for certain accessories) and equipment intended to be used for domestic storage purposes
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This European Standard supplies guidelines for the technical specification to allow the design of racking and shelving in its various forms such as adjustable pallet racking (APR), crane serviced racking, drive-in racking (DIR), cantilever racking and shelving systems, including their various forms of construction, using manually operated and controlled mechanical handling systems. Some other forms of storage equipments are only partially covered and further consideration, beyond the scope of this document, may be required.
This European Standard gives guidance for the specifier of storage systems to coordinate suppliers of all equipment including individual responsibilities.
This European Standard does not cover storage equipments manufactured from materials other than steel (except for certain accessories) and equipment intended to be used for domestic storage purposes.
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This European Standard specifies tolerances, deformations and clearances that pertain to the production, assembly and erection of pallet racking including the interaction with floors. These tolerances, deformations and clearances are important in relation to the functional requirements and ensuring the proper interaction of the handling equipment used by personnel, trained and qualified as competent, in association with the specific type of racking system. The interaction conditions are also important in determining the reliability of the storage system to ensure that the chance of an industrial truck impact, pallet impact or a system breakdown is acceptably low. The design safety philosophy given in prEN 15512 is based upon compliance with this standard.
This European Standard gives guidance for a variety of issues including operating clearances, manufacturing, assembly and erection tolerance limitations, as well as deflection or strain deformation limitations under loads. This European Standard is limited to single deep adjustable beam pallet racking operated with industrial trucks or stacker cranes. Drive-in, double deep and satellite systems will be considered for inclusion in the document in the future. This European Standard specifically excludes the tolerances and deformation of the trucks and stacker cranes. It is the responsibility of the truck or stacker crane supplier and the client or user to ensure that the tolerances, deformations and clearances, as quoted in this European Standard for the racking systems, are acceptable for the safe operation of the overall system.
This European Standard gives guidance to be used in conjunction with the latest information from the truck and stacker crane suppliers regarding turning radii, tolerances and deformations of the truck and stacker cranes.
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This European Standard specifies the structural design requirements applicable to all types of adjustable beam pallet rack systems fabricated from steel members intended for the storage of unit loads and subject to predominantly static loads. Both un-braced and braced systems are included.
This European Standard gives guidelines for the design of clad rack buildings where requirements are not covered in EN 1993. The requirements of this European Standard also apply to ancillary structures, where rack components are employed as the main structural members. This European Standard does not cover other generic types of storage structures. Specifically, this European
Standard does not apply to mobile storage systems, drive-in, drive-through and cantilever racks or static steel shelving systems, nor does this European Standard establish specific design rules for the assessment of racking in seismic areas.
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This program can analyze all types of 3D continous or solid body problems with all degree of freedom using Finite Element Method with choice 20-Node Isoparametric element under any kind of concentrated nodal loadings (Fx, Fy, Fz) and submit values of nodal displacements and element stresses as MATLAB output.
Finally, to test this program, different Examples are given which in these examples program outputs compared with the results from ABAQUS or ANSYS software. Similarity of results shows that this program works without any deficiencies as well as these two softwares.
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This program can analyze all types of plane stress and plane strain problems with all degree of freedom using Finite Element Method with choice 4-Node Isoparametric element under any kind of concentrated nodal loadings (Fx, Fy) and submit values of nodal displacements, element and nodal stresses as MATLAB output.
to test this program, different Examples are given which in these examples program outputs compared with the results from ABAQUS or ANSYS software. Similarity of results shows that this program works without any deficiencies as well as these two softwares.
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This program is able to analyze all types of plane stress and plane strain problems with all degree of freedom using Finite Element Method (with choice “CST”-Constant Strain Triangle element) under any kind of concentrated nodal loadings (Fx, Fy) and submit values of nodal displacements, element stresses and strains and elements principal stress as MATLAB output.
to test the program we compare results of two examples with commercial programs.
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This program can analyze all types of 2D trusses with all degree of freedom using stiffness method (matrix analysis) under any kind of concentrated nodal loadings (Fx , Fy) and submit values of reactions, nodal displacements, axial forces and element stresses and strains as MATLAB output. to test the program we compare results of two examples with commercial programs.
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This program is able to analyze all types of 2D frames with all degree of freedom using stiffness method under any kind of concentrated nodal loadings (Fx, Fy, Mz) and submit values of supportive reactions, nodal displacements, element forces as MATLAB output.
Finally, to test this program, different examples are given which in these examples program outputs compared with the results from commercial softwares.
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Dynamic response of single degree of freedom (duhamel program)
This program use Duhamel method to determine dynamic response of single degree of freedom system under any kind of impact load to mass or time history support acceleration then submit displacement, velocity, acceleration and supportive reaction at each time step as MATLAB output with two phase text and graph.
two different Examples, one for applide impact force to mass and that for applied time history acceleration to support are given which in these examples program outputs compared with the results from SAP2000 software.
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This program use Duhamel integration method to determine elastic response spectrums (include: displacement, velocity and acceleration spectrum) of a system under any timehistory ground acceleration then submit system response spectrum for displacement, velocity and acceleration as MATLAB output in three graph.
to test the program, we compare results of two examples with SeismoSignal program.
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Elastic response of shear buildings by MODAL analysis method
This program use MODAL analysis method using Jacobi iterative method for calculate eigenvalues and eigenvectors and then Duhamel integration method for numerical solution of equiblibrium equations of motion to determine elastic response of a multi story shear building under any timehistory ground acceleration then submit system response include; story displacements and story shears as MATLAB output in two phase, text and graph.
Finally, to test this program, two different Examples are given which in these examples program outputs compared with the results from SAP2000 software. Similarity of results shows that this program works without any deficiencies as well as this software
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This program is able to analyze all types of 2D frames with all degrees of freedom under any kind of dynamic concentrated nodal loadings ( Fx(t), Fy(t) , Mz(t) ) using Modal analysis method and submit values of nodal displacements at each time step as MATLAB output. program can determine inertial properties with both Lumped and Consistent mass method. meantime the program have to use lumped method the writers used dynamic condensation method on both mass and stiffness matrixes to calculate eigen problems (eigen values and eigen vectors) without any disorder by Jacobi iterative method.
Finally, to test this program, one Example are given with both Lumped and Consistent mass. which in these example program outputs compared with the results from SAP2000 and ANSYS software (SAP for checking the program when it has to use lumped mass matrix method and Ansys for checking the program when it has to use consistent mass matrix). Similarity of results shows that this program works with the least deficiencies as well as these two softwares.
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Cold Formed Steel Research at the University of Waterloo and Canada (Power point, Read-Only)
Cold Formed Steel Research at the University of Waterloo and Canada Power Point by
Prof. Reinhold Schuster Director Canadian Cold Formed Steel Research Group
8,1 MB
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■Soil PY curves may be automatically generated or externally generated curves may be used
■The pile may be divided into any number of sections, each with either a fixed flexural rigidity, or for circular or rectangular reinforced concrete sections, a calculated rigidity, based on the section properties, applied bending moment and axial load, and the concrete tensile strength and modulus.
■The flexural stiffness of reinforced concrete sections is based on the method specified in Eurocode 2, and includes the effects of tension stiffening, loss of tension stiffening, and shrinkage and creep.
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Dear All
herein an excellent video for simulation seismic by (shaking table test) method
the famous university in seismic searching is Berkeley & San Diego - add on Japanese universities
this test was done after ( Kobé ) earthquake in japane in 2006
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