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Bridge Deck Loadings

Authored by DR KAMARUDIN

Design

Professional Development

Used 3+ times

Bridge Deck Loadings
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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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