
Bridge Deck Loadings
Authored by DR KAMARUDIN
Design
Professional Development
Used 3+ times

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8 questions
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1.
MULTIPLE CHOICE QUESTION
10 sec • 5 pts
Below are all loads that associated to permanent load except
super-imposed dead loads
dead loads
wind loads
differential settlement
2.
MULTIPLE CHOICE QUESTION
10 sec • 5 pts
Normal loading in bridges is considered as
HA only
HA-UDL + KEL
HA + HB
HB30
3.
MULTIPLE CHOICE QUESTION
10 sec • 5 pts
Below are all codes associated to bridge design except
BD37/01
BS5400
BS6399
EN1991
4.
MULTIPLE CHOICE QUESTION
10 sec • 5 pts
What is abnormal loading?
HB Load
HA Load
KEL
1.35Gk + 1.5QK
5.
MULTIPLE CHOICE QUESTION
10 sec • 5 pts
How many Load Model associated to EN-1991 bridge design?
2
4
6
5
6.
MULTIPLE CHOICE QUESTION
10 sec • 5 pts
What is ultimate limit state in bridge design?
Loss of equilibrium and overturning
Fatigue deterioration to failure
Post-buckling state
All stated above
7.
MULTIPLE CHOICE QUESTION
10 sec • 5 pts
Bridge design life span based on the code of practice is approximately:
100 years
120 years
50 years
5 years
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