Simplified LRFD Bridge Design
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Simplified LRFD Bridge Design

Jai B. Kim, Robert H. Kim, Jonathan Eberle, Jai B. Kim, Robert H. Kim, Jonathan Eberle

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eBook - PDF

Simplified LRFD Bridge Design

Jai B. Kim, Robert H. Kim, Jonathan Eberle, Jai B. Kim, Robert H. Kim, Jonathan Eberle

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About This Book

Developed to comply with the fifth edition of the AASHTO LFRD Bridge Design Specifications [2010]--Simplified LRFD Bridge Design is "How To" use the Specifications book. Most engineering books utilize traditional deductive practices, beginning with in-depth theories and progressing to the application of theories. The inductive method in the book us

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Information

Publisher
CRC Press
Year
2013
ISBN
9781466566880
Edition
1
Topic
Technik & Maschinenbau
Subtopic
Bau- & Architekturtechnik
3
LRFD 
Method 
of 
Bridge 
Design
Effects 
of 
loads 
must 
be 
less 
than 
or 
equal 
to 
the 
resistance 
of 
a 
member 
(or 
its 
components), 
or 
ηγ
Q 
≀ 
Ί
R
n
= 
R
r
A 
Art. 
1.3.2
Ση
i
Îł
i
Q
i
≀ 
ϕ
R
n
.
A 
Eq. 
1.3.2.1-1
For 
loads 
for 
which 
a 
maximum 
value 
of 
Îł
i
is 
appropriate,
η
i
= 
η
D
η
R
η
l 
≄ 
0.95
A 
Eq. 
1.3.2.1-2
For 
loads 
for 
which 
a 
minimum 
value 
of 
Îł
i
is 
appropriate,
η
η
η
η
i
D
R
l
=
≀
1
1
0
.
A 
Eq. 
1.3.2.1-3
Load 
Combinations 
and 
Load 
Factors
Please 
see 
Tables 1.1 
(
A 
Tbl. 
3.4.1-1
) 
and 
1.2 
(
A 
Tbl. 
3.4.1-2
), 
which 
show 
the 
load 
factors 
for 
various 
load 
combinations 
and 
permanent 
loads.
Loads 
and 
Load 
Designation
A 
Art. 
3.3.2
The 
following 
permanent 
and 
transient 
loads 
and 
forces 
shall 
be 
considered 
in 
bridge 
design:
Permanent 
Loads
CR 
= 
force 
effects 
due 
to 
creep
DD 
= 
downdrag 
force
DC 
= 
dead 
load 
of 
structural 
components 
and 
nonstructural 
attachments
DW 
= 
dead 
load 
of 
wearing 
surfaces 
and 
utilities
EH 
= 
horizontal 
earth 
pressure 
load

Table of contents