... the
procedures discussed by Terzaghi (1934).
(d) Structural designofsheetpile and concrete
anchor walls. Sheetpile anchor walls should be
designed for maximum bending moment and shear
under the ... purpose of this manual is to provide guidance for
the safe design and economical construction of sheet
pile retaining walls and floodwalls. This manual does
not prohibit the use of other methods of ... Manual
1110-2-2504
Department of the Army
U.S. Army Corps of Engineers
Washington, DC 20314-1000
EM 1110-2-2504
31 March 1994
Engineering and Design
DESIGNOFSHEETPILE WALLS
Distribution Restriction...
... purpose of this manual is to provide guidance for
the safe design and economical construction of sheet
pile retaining walls and floodwalls. This manual does
not prohibit the use of other methods of ... DEPARTMENT OF THE ARMY EM 1110-2-2504
U.S. ARMY CORPS OF ENGINEERS
CECW-ED Washington, D.C. 20314-1000
Manual 31 March 1994
No. 1110-2-2504
Engineering and Design
DESIGNOFSHEETPILE WALLS
Table of ... Heavy-gauge steel. Steel is the most common
material used for sheetpilewalls due to its inherent
strength, relative light weight, and long service life.
These piles consist of interlocking sheets...
... recommendations for the designofsteel and com-
posite steel concrete structures as described in Eurocode 3: Designofsteel structures
and Eurocode 4: Designof composite steel concrete structures. ... page 3
Structural Designof Steelwork to EN 1993 and EN 1994
ã
3
1.1.2 Standard Steel Sections
The optimization of costs in steel construction favours the use of structural steel elem-
ents with ... Properties of Structural Steel
Hardness is material property that is occasionally of importance in structural steel
design. Itismeasured by the resistance the surface of the steel offers to,...
... Usami, T., and Kasegawa, A., Strength and designofsteel stiffened plates — a
literature review of Japanese contributions, in Inelastic Instability ofSteel Structures and Structural
Elements, ... columns 3 Superstructure to abutment 0.8
Steel or composite steel and concrete pile bents
a. Vertical piles only
b. One or more batter piles
5
3
Columns, piers, or pile bents to cap beam or superstructure ... buckling modes.
In Japan, a design criterion was developed following an extensive program of testing of stiffened
steel plates in the 1960s and 1970s [70]; the results of this testing effort are...
... 4.1 and 4.2.3
of ENV 1993-1-1:1992.
b) 7.3(3)
There is no limit to the deflection of purlins, provided the provisions in 4.2.3 of ENV 1993-1-1:1992 are
complied with in respect of the supporting ... compression should be designed in accordance with
the recommendations given in 6.4 of BS 5950-5:1998.
6.7 Chapter 7 Serviceability limit states
a) 7.3 Deflections
The designs for deflections ... 2001
xi
i) 5.8(5)P
When using Table 5.2, the value of f
bv
should be calculated using the formulae for webs without stiffening
at the support, irrespective of whether stiffeners are present or not.
j)...
... load
D
p
Overall depth of profiled steel sheets
D
s
Overall depth of composite slab
d
s
Effective depth of slab to centroid of
profiled steel sheets
E Modulus of elasticity of profiled steel sheets
F
a
End ... Scope
This Part of BS 5950 gives recommendations for
thedesign of composite slabs with profiled steel
sheeting. It covers slabs spanning only in the
direction of span of the profiled steel sheets.
This ... effect.
2.4.3 Strength of materials
In the designof the profiled steel sheeting before
composite action with the concrete slab is developed,
the design strength of the profiled steel sheets
should...