EC
Engineering Classroom
by Himalay Sen

Exams

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Board Questions

Access past board exam questions organized by year and subject to help you understand patterns, improve preparation, and boost your exam performance.

MCQ
24141. The maximum allowable stress for rolled steel beams and channels is-
128.5 MPa
181.5 MPa
156.5 MPa
228.5 MPa
24142. In the riveted built-up beams, an allowance of about--- of the area of cover plates is added to the calculated area.
10%
15%
20%
25%
24143. A web plate is called stiffened, when the ratio of clear depth to thickness of web is-
greater than 55
greater than 65
greater than 75
greater than 85
24144. In a plate girder, the vertical stiffeners are provided when the ratio of clear depth to the thickness of web exceeds---
50
75
65
85
24145. The steel beam of light sections placed in plain cement concrete are called-
joists
simple joists
filler joists
concrete joists
24150. Spans of continuous fillers are considered approximately equal when the longest span does not exceed the shortest span by more than---
5%
10%
15%
20%
24151. The vertical plate of a plate girder is termed as-
web plate
flange plate
cover plate
none of these
24152. দৈনিক মাথাপিছু গড় বাস্তুজ সিউয়েজের পরিমাপ কত ধরা হয়?
৮০-২৫
১১০-১৫৫
৯০-১৩৫
১০০-১৪৫
ব্যাখ্যা: ব্যাখ্যা: i) সেপটিক ডিজাইনের সময় মাথাপিছু সিউয়েজ ৭৫-৮৫ লিটার (ii) দৈনিক মাথাপিছু গড় বাস্তুজ সিউয়েজ ৯০-১৩৫ লিটার।
24154. In designing unstiffened seated connections, the length of seating angle is assumed to be ---the width of flange of the beam.
equal to
less than
more than
24155. The unstiffened seated connections are used to transmit end reaction of beam upto-
100kN
150kN
200KN
300kN
24157. The maximum deflection, for a simply supported beam, should not exceed-
1/125 of span
1/225 of span
1/325 of span
1/425 of span
24158. In general, the depth of plate girder is kept as ---of span.
1/5 to 1/8
1/8 to 1/10
1/10 to 1/12
1/12 to 1/16
24160. কোনটি সিউয়েজ নিষ্কাশন ব্যবস্থা নয়?
যুক্ত পদ্ধতি
আংশিক স্বতন্ত্র পদ্ধতি
স্বতন্ত্র পদ্ধতি
আংশিক যুক্ত পদ্ধতি