External 3 Sides Support Partitionwall-3

Project: parkview tower - Partition wall-with 3 side support

29-11-2016 Page: 1

SJ MEPLA Calculation protocol:

Geometry: Edge  

Borderpoint

Arccenter

Direction of rotation

____________mm________mm________mm________mm_____________+/-______ 1

0.00

0.00

2

2850.00

0.00

3

2850.00

3200.00

4

0.00

3200.00

Supports: Edge supports:

Edge______Type Edge______Type of supports___________________ supports________________________________ _______________ __ 1

w,φ,θ

: fixed - u,v

: free (simply supported and clamped)

3

w,φ,θ

: fixed - u,v

: free (simply supported and clamped)

4

w,φ,θ

: fixed - u,v

: free (simply supported and clamped)

Spring supports:

Package Layer C_θ

x

y

z

C_x

C_y

C_z

C_φ

________________mm______mm ________________mm______mm______mm______ ______mm_________N/mm______ ___N/mm________N/mm________ __N/mm________N/mm________N N/mm________Nmm_______ mm_______  

1

1

0.0

0.0

0.0

1.000e+000

1.000e+000

0.000e+000

0.00e+000

This protocol was created using SJ MEPLA. Copyright 2000-2012 by SJ Software GmbH Aachen, Germany.

Project: parkview tower - Partition wall-with 3 side support

29-11-2016 Page: 2

0.00e+000 1 1 0.00e+000

2850.0

0.0

0.0

0.000e+000

1.000e+000

0.000e+000

0.00e+000

Layers: Layer order:

 

Package___Layer___Description_______ 1

1

Glass, heat toughened

Mechanical properties:

Package  

Layer

E-mod.

ν Thickness

Density

αt

ΔT

_________________N/mm²________________mm_______kg/m³_________1/K______K_ 1

1

70000.00

0.23

12.00

2550.00 1.0000e-005

0.00

Loads: Face loads:

- constant distributed: Package  

pressure

_______________N/mm²_ 1

2.10000e-003

Calculation approaches: small deflections, linear static calculation Characteristics of the finite element mesh: Element size : 120.0 mm Number of elements

: 598

Number of nodes

: 2491 (per package)

Number of unknown

: 12020

Calculation results: Minimum and maximum displacements w:

- PositionPackage  

x

Displacement

y

w

_____________mm_______mm_______mm______ 1

0.00

0.00

0.00 (min)

2850.00

1600.00

58.01 (max)

Maximum principal stress:

Package Layer

x

y

σ

This protocol was created using SJ MEPLA. Copyright 2000-2012 by SJ Software GmbH Aachen, Germany.

Project: parkview tower - Partition wall-with 3 side support

 

29-11-2016 Page: 3

____________________mm_______mm_______N/mm²_ 1

1

2740.05

13.87

78.72

  Springs:

M_φ

Package Layer M_θ

u

v

w

φ

θ 

Fx

Fy

Fz

(x / y)_______mm______mm______mm_____rad_____rad________N________N________N________Nmm________ (   1 0.00

0.00 /

1 0.00 0.00

( 2850.00 /   1 0.00

0.00 ) 0.00

0.00

0.0000

0.0000

0.00

0.00

0.00

0.00

0.0000

0.0000

0.00

0.00

0.00

0.00 )

1 0.00 0.00

0.00

This protocol was created using SJ MEPLA. Copyright 2000-2012 by SJ Software GmbH Aachen, Germany.