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Moment Distribution CalculatorNew

Easy to use calculator for solving  Indeterminate beams with different load

Overhanging Beam CalculatorNew

Bending Moment & Shear Force Calculation for Overhanging beam with different loads

Fixed Beam CalculatorNew

Fixed end moment, bending moment & reaction calculation for fixed beam

Moment of Inertia calculatorNew

For different sections including I-section and T-section.

Deflection CalculatorNew

Easy to use calculator for different loads on beams

Problem SolverNew

A collection of illustrated solved examples for civil engineers.

RC Beam CalculatorNew

Calculate the strength of reinforced concrete beams

Bending Moment calculator

Calculate Bending moments for simply supported beams

CE HorizonNew

Online Civil Engineering Journal and Magazine

 

 

Civil Engineering Quiz

Test your knowledge of Civil Engineering and get prepared for the exams.

 

STRUCTURAL DESIGN  Quiz # SDC 04

This quiz consists of topics related to Design of Reinforced Concrete Structures. Please refer to ACI 318(American Concrete Institute) wherever metioned.

 

Select the most appropriate answer for the following questions.

 

1.

A column has longitudinal bars of  # 7. The minimum size of ties for this column would be

(a) # 3 bars          (b) # 4 bars           (c) # 5 bars      (d) none of these

 

2.

The upper limit of reinforcement for a column with small eccentricity is

(a) 0.01           (b) 0.08              (c) 0.05               (d) 0.02

 

3.

There will be no bond failure in a beam if the end anchorage is equal to or greater than

(a) development length     (b) stirrup spacing     (c) 2 in.         (d) 3 in.

 

4

The minimum number of bars in a column with rectangular ties is

(a) 3            (b) 4                (c) 5                    (d) 6     

 

5.

In any case as per ACI, the maximum spacing of shear stirrup should not be more than

(a) 24 inch                  (b) 6 inch        (c) 12 inch          (d) 8 inch

 

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Take another quiz in Reinforced concrete SDC 01   SDC 02   SDC 03   SDC 04

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Last updated on Wednesday November 21, 2012