How to practice Concrete Structures

Attempt a question, record the concept and assumptions, then check the available answer. Rework mistakes after revising the relevant concepts. Topic tags can overlap; review the question context.

Questions 1–10 of 44. Imported answers require independent review unless marked reviewed.

Topic practice 44 questionsPage 1 of 5

Question 14

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CEMCQ1 markNeeds review
A rectangular singly reinforced concrete beam has a width of 300 mm and an effective depth of 550 mm. The grades of steel and concrete are Fe500 and M25, respectively. The area of steel in tension is 1963 mm

. The depth of neutral axis is 302 mm. The ratio of the limiting depth of the neutral axis (

) to the effective depth (d) of the beam is 0.456.
The most probable mode of failure of the beam is
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Question 15

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Which one of the following is utilized to determine the long-term deformation of concrete under sustained loading?
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Question 29

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CENAT1 markNeeds review
The required centre-to-centre spacing of 10 mm diameter bars is 150 mm to resist the design moment in a concrete beam. Instead of 10 mm diameter bars, if 12 mm diameter bars of the same grade are used, the required centre-to-centre spacing (in mm) to resist the same design moment becomes ______ (rounded off to the nearest integer).

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Question 45

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Select ALL CORRECT option(s) which can be considered to check whether the flexural stresses in a prestressed concrete beam are within the allowable stresses at the transfer and the service stages.
Your answerSelect all correct options. You can choose more than one.

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Question 48

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A 250 mm wide × 600 mm deep rectangular concrete beam is prestressed by means of 4 high-tensile tendons, each of 14 mm diameter. The centre of the tendons is 200 mm from the soffit of the beam. The effective stress in each tendon is 700 N/mm².
The maximum bending moment (in kN-m), that can be applied to the section without causing tension at the soffit of the beam due to prestressing only, is ______ (rounded off to one decimal place).
Use π = 3.14

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Question 51

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A simply-supported rectangular reinforced concrete beam has a width 250 mm and an overall depth 600 mm. The effective span of the beam is 6.23 m. The beam carries a live load of 5 kN/m and a super imposed dead load of 5 kN/m, in addition to its own weight. The unit weight of reinforced concrete is 25 kN/m³. Consider the load factor of 1.5 for all stated loads. The design bending moment (in kN-m) for the limit state of collapse is ______ (rounded off to two decimal places).

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Question 17

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The following figure shows the arrangement of formwork for cast a cantilever RC beam.
Diagram for Civil Engineering question 17

The correct sequence of removing the Shores/Props is
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Question 20

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A simply supported, uniformly loaded, two-way slab panel is torsionally unrestrained. The effective span lengths along the short span (x) and long span (y) directions of the panel are

and

, respectively. The design moments for the reinforcements along the x and y directions are

and

, respectively. By using Rankine-Grashof method, the ratio

is proportional to
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Question 21

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The structural design method that DOES NOT take into account the safety factors on the design loads is
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Question 30

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ce-1MSQ1 markNeeds review
Consider a balanced doubly-reinforced concrete section. If the material and other sectional properties remain unchanged, for which of the following cases will the section become under-reinforced?
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