Structure Steel Design''''''''s Handbook 2009 part 14 potx
Structure Steel Design''''s Handbook 2009 part 14 potx
... connected part toward which the force is directed
d
ϭ diameter of bolts, in
F
ϭ lowest specified minimum tensile
u
strength of connected part, ksi
Bearing on milled stiffeners and other steel parts ... rocker, in
F
ϭ yield point of steel in roller or base, whichever is less
y
a
For steel castings, allowable stresses in compression and bearing are same as those of structural steel o...
Structure Steel Design''''s Handbook 2009 part 8 potx
... 16
mortar bed
Ceramic or quarry tile (
3
⁄
4
-in) on 1-in 23
mortar bed
Frame partitions
Movable steel partitions 4
Wood or steel studs,
1
⁄
2
-in gypsum board 8
each side
Wood studs, 2
ϫ 4; unplastered ... C
l
Heated structure 1.0
Structure kept just above freezing 1.1
Unheated structure 1.2
*These conditions should be representative of those
which are likely to exist during the li...
Structure Steel Design''''s Handbook 2009 part 10 potx
... and
provide lateral bracing for supporting steel framing. A typical method of attachment is a
field-welded connection between the supporting steel and steel embedments in the precast
planks.
8.3 ... Many
panels can achieve a fire rating when used as part of an approved ceiling assembly.
The panels are typically attached to steel framing with cold-formed -steel clips (see Fig.
8.12)....
Structure Steel Design''''s Handbook 2009 part 18 potx
... in Structural Steel Designer’s Handbook, 1st ed., McGraw-Hill Book Company, New York.
ARCH BRIDGES 14. 27
FIGURE 14. 16 Details of Fort Pitt Bridge.
14. 34 SECTION FOURTEEN
FIGURE 14. 23
COLORADO ... American Bridge Division, U.S. Steel Corp.
DATE OF COMPLETION: Mar. 23, 1966
ARCH BRIDGES 14. 37
FIGURE 14. 26 Details of Smith Avenue High Bridge.
14. 1
SECTION 14
ARCH BRIDGES
Art...
Structure Steel Design''''s Handbook 2009 part 1 docx
... Data
Structural steel designer’s handbook / Roger L. Brockenbrough, editor,
Frederick S. Merritt, editor.—3rd ed.
p. cm.
Includes index.
ISBN 0-07-008782-2
1. Building, Iron and steel. 2. Steel, Structural.
I. ... Pittsburgh, Penn-
sylvania (
SECTION 1 PROPERTIES OF STRUCTURAL STEELS AND EFFECTS OF STEELMAKING AND
FABRICATION; SECTION 10 COLD-FORMED STEEL DESIGN
)
Cuoco, Daniel A., P....
Structure Steel Design''''s Handbook 2009 part 2 pptx
... on
14. 8
three-hinged 4
.1
14. 2
14. 4
14. 7
tied
14. 2
14. 7
14. 8
14. 44
ties
14. 3
14. 7
14. 8
14. 9
14. 10
14. 62
true
14. 2
14. 44
truss-rib
14. 2
14. 4
14. 8
two-hinged
4.3
14. 2
14. 4
...
14. 47
erection of
14. 6
1
4.7
esthetics of
14. 5
14. 7
14. 8
hanger design example for
14. 63
14. 64
Hell-Gate type
14. 2
history of...
Structure Steel Design''''s Handbook 2009 part 5 ppsx
... external
force and reaction on that part of the truss; i.e., all forces acting on the free body must
satisfy the three equations of equilibrium [Eq. (3.11)].
For three-dimensional structures, the equations ... For some structures, however, such
changes in dimensions may not be negligible. In these cases, the equations of equilibrium
should be defined according to the deformed geometry of the...
Structure Steel Design''''s Handbook 2009 part 6 pot
... X
2
is obtained by equating the right-hand side of
Eqs. (4 .142 b) and (4 .144 ) and substituting
␦
4
and
␦
5
given by Eqs. (4 .143 b) and (4 .145 ).
The result, after division of both sides of the equation ... ,(P Ϫ X ) ϩ ,(P Ϫ X ) ϩ
␦
(4 .149 )
ͭͫ ͬ ͩ ͪ ͮ
1149
EI 22 24
9
where I
9
ϭ moment of inertia of girder 9-9
␦
9
ϭ deflection of girder AB at node 9
ANALYSIS OF SPECIAL STRUCTURES 4.45...
Structure Steel Design''''s Handbook 2009 part 7 doc
... installation (Art. 5 .14) .
5.4 CARBON -STEEL OR UNFINISHED (MACHINE) BOLTS
‘‘Secondary connections may be made with unfinished bolts conforming to the Specifications
for Low-carbon Steel ASTM A307’’ ... as specified for the higher-strength steel being welded.
† Use only low-hydrogen electrodes when welding A36 steel more than 1 in thick for dynamically loaded structures.
‡ When the base-...