basement wall design ec2v1.01

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289077609.xls Page 1 BASEMENT WALL DESIGN REPERE INPUTS HYPOTHESES Heigth of Wall (HL):  3 factor. poussée kh=  0.5 Heigth of Ground (H):  4 !.W. filling "#$=  1.8 Li%e load on Ground ("#&)  0.25 'actor ead load=  1.35 oile thickness (c#)  20 'actor Li%e load=  1.5 *o%er (c#)  3 'ck (+pa)=  25 ',k (+pa)=  500  -ttention : the design is consider p innedpinne d end /all. DESIGN AT SLS +o#ent #a0i !L! in .# 2.672 !tress in *oncrete +Pa 7.53 #ust 1 2 34 ension !tress in re5ars +Pa 305 #ust 1 2 6$4 a5cisse en # 1.50 (en fissuration non pré7udicia5le ) DESIGN AT ULS +o#ent #a0i 8L! in .# 3.628 section d9aciers c#&"#l 5.11 5 12  5.65 c#&"# !hear at 5otto# of /all in 5.749 shear stress in +Pa 0.34 doi t tr e 1 2 3.3 ; re5ar to anchor till in c#&"#l 1.32

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Basement Wall design EC2

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7/17/2019 Basement Wall Design Ec2v1.01

http://slidepdf.com/reader/full/basement-wall-design-ec2v101 1/1

289077609.xls

Page 1

BASEMENT WALL DESIGN REPERE

INPUTS HYPOTHESES

Heigth of Wall (HL):   3 factor. poussée kh=   0.5

Heigth of Ground (H):   4 !.W. filling "#$=   1.8

Li%e load on Ground ("#&)   0.25 'actor ead load=   1.35

oile thickness (c#)   20 'actor Li%e load=   1.5

*o%er (c#)   3 'ck (+pa)=   25

',k (+pa)=   500

 -ttention : the design is consider pinnedpinned end /all.

DESIGN AT SLS

+o#ent #a0i !L! in .# 2.672 !tress in *oncrete +Pa 7.53 #ust 1 2 34

ension !tress in re5ars +Pa 305 #ust 1 2 6$4

a5cisse en # 1.50 (en fissuration non pré7udicia5le)

DESIGN AT ULS

+o#ent #a0i 8L! in .# 3.628 section d9aciers c#&"#l 5.11

5 12   5.65 c#&"#

!hear at 5otto# of /all in 5.749 shear stress in +Pa 0.34 doit tre 1 2 3.3;

re5ar to anchor till in c#&"#l 1.32