स्थापत्य अभियांत्रिकी सराव प्रश्नपत्रिका क्रमांक ५ | Civil Engineering Practice Test 5

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Civil Engineering Practice Test 5

Civil Engineering Practice Test 5:  We are starting Civil Engineering practice question paper according to the new syllabus and changing exam patterns. In this, we are going to take important “Topics” practice questions for Civil Engineering Technical Subject. So let’s begin………

Civil Engineering Questions and Answers |  Civil Engineering Objective Questions and Answer

स्थापत्य अभियांत्रिकी सराव चाचणी ५ : आम्ही नवीन अभ्यासक्रमानुसार आणि बदलत्या परीक्षेच्या पद्धतीनुसार स्थापत्य अभियांत्रिकी सराव प्रश्नपत्रिका सुरू करत आहोत. यामध्ये आपण स्थापत्य अभियांत्रिकी तांत्रिक विषयासाठी महत्त्वाचे “विषय” सराव प्रश्न घेणार आहोत. चला तर मग सुरुवात करूया……..

तसेच या संदर्भातील पुढील सर्व अपडेट्ससाठी या लिंक वरून आपण आमच्या टेलिग्राम चॅनलला जॉईन करावे किंवा या लिंक वरून महाभरती एक्सामची अधिकृत अँप आपल्या मोबाईल मध्ये डाउनलोड करावी आणि अधिक ताज्या आणि अधिकृत महाराष्ट्र परीक्षेच्या अपडेटसाठी MahaBharti.in/exam फॉलो करा:

Click Here For All Civil Engineering MCQ Practice Tests For Maharashtra Exam

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Civil Engineering Practice Test 4

Civil Engineering Practice Test 5

महाराष्ट्रातील सर्व भरती परीक्षेस उपयुक्त नवीन IBPS/TCS पॅटर्न नुसार प्रश्न

1 / 15

Pick up the correct statement from the following:

2 / 15

For 100 sq. m cement concrete (1 : 2 : 4) cm thick floor, the quantity of cement required, is

3 / 15

At either end of a plane frame maximum number of possible bending moments are ______

4 / 15

The product of CAF (S P) AND PWF (SP) is :

5 / 15

If a constant section beam is subjected to a uniform bending moment throughout, its length bends to _______

6 / 15

The expected out turn for earth work in excavation in ordinary soil per mazdoor per day is ______

7 / 15

The maximum bending moment due to a moving load on a simply supported beam occurs

8 / 15

If tensile stress of a steel rod of diameter D4s 1400 kg/cm2 and bond stress is 6 kg/cm2, the required bond length of the rod is ______

9 / 15

The shape of the bending moment diagram over the length of a beam, carrying a uniformly distributed load is always ____

10 / 15

If P is principal amount, i is the rate of interest and n is the number of periods in years, then the interest factor is:

11 / 15

A beam is said to be of uniform strength, if

12 / 15

The weight of an item is measured correct to nearest ________

13 / 15

Failure of reverted joints is due to

14 / 15

The radius of gyration of a rectangular section is not proportional to ________

15 / 15

The maximum compressive stress at the top of a beam is 1600 kgcm2 and the corresponding tensile stress at its bottom is 400 kg/cm2. If the depth of the beam is 10 cm, the neutral axis from the top, is __________

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