sachpazis_masonry-wall-panel-analysis---design,-calculations-according-to-ec2-en1996-1-12005---a1-2012-with-na-uk
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GEODOMISI Ltd. - Dr. Costas Sachpazis<br />
Civil & Geotechnical Engineering Consulting Company for<br />
Structural Engineering, Soil Mechanics, Rock Mechanics,<br />
Foundation Engineering & Retaining Structures.<br />
Tel.: (+30) 210 5238127, 210 5711263 - Fax.:+30 210 5711461 -<br />
Mobile: (+30) 6936425722 & (+44) 7585939944,<br />
www.geodomisi.com - costas@<strong>sachpazis</strong>.info<br />
Project: Masonry Wall Panel A<strong>na</strong>lysis & Design, In<br />
accordance <strong>with</strong> EN1996-1-1:2005 + A1:<strong>2012</strong><br />
incorporating Corrigenda February 2006 and July<br />
2009 and the UK <strong>na</strong>tio<strong>na</strong>l annex.<br />
Section<br />
Civil & Geotechnical EngineeringCalculations for<br />
Calc.Made by<br />
Dr. C. Sachpazis<br />
Date<br />
26/02/2016<br />
Chk'd by<br />
Job Ref.<br />
www.geodomisi.com<br />
Sheet no./rev. 1<br />
Date App'd by Date<br />
Panel opening details<br />
Spacing length;<br />
Opening width;<br />
Height <strong>to</strong> underside of lintel;<br />
Height of opening;<br />
Cavity <strong>wall</strong> construction details<br />
Outer leaf thickness;<br />
Cavity thickness;<br />
Inner leaf thickness;<br />
L 1 = 1500 mm<br />
w 1 = 1250 mm<br />
h 1 = 2250 mm<br />
o 1 = 1250 mm<br />
t 1 = 100 mm<br />
t c = 50 mm<br />
t 2 = 100 mm<br />
Effective thickness of <strong>masonry</strong> <strong>wall</strong>s - Section 5.5.1.3<br />
Relative E fac<strong>to</strong>r; k tef = 1.000<br />
Effective thickness - eq 5.11;<br />
t ef = (k tef × t 3 1 + t 3 2 ) 1/3 = 126 mm<br />
Masonry outer leaf details<br />
Masonry type; Clay <strong>with</strong> water absorption between 7% and 12% - Group 1<br />
Mean compressive strength of <strong>masonry</strong> unit; f b1 = 5.2 N/mm 2<br />
Density of <strong>masonry</strong>; γ 1 = 20 kN/m 3<br />
Mortar type;<br />
Compressive strength of <strong>masonry</strong> mortar; f m1 = 4 N/mm 2<br />
Compressive strength fac<strong>to</strong>r - Table NA.4; K = 0.50<br />
M4 - General purpose mortar<br />
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