MCQ
24141. 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
24142. 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
24143. The steel beam of light sections placed in plain cement concrete are called-
joists
simple joists
filler joists
concrete joists
24144. 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%
24145. 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%
24146. 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
24147. কোনটি সিউয়েজ নিষ্কাশন ব্যবস্থা নয়?
যুক্ত পদ্ধতি
আংশিক স্বতন্ত্র পদ্ধতি
স্বতন্ত্র পদ্ধতি
আংশিক যুক্ত পদ্ধতি
24148. 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
24149. Any major beam in a structure is known as a-
subsidiary beam
joist
girder
secondary beam
24150. The beams resting on purlins are known as-
spandrel beams
rafters
trimmers
stringers
24151. পাইপের কতটুকু অংশ জুড়ে হেডরুম থাকে?
1/2
1/5
1/4
1/3
24152. The allowable bearing stress for rolled
128 N/mm²
156N/mm²
189N/mm²
228 N/mm²
24153. The vertical plate of a plate girder is termed as-
web plate
flange plate
cover plate
none of these
24154. The beams supporting the stair steps are called as-
spandrel beams
trimmers
rafters
stringers
24155. The maximum allowable stress for rolled steel beams and channels is-
128.5 MPa
181.5 MPa
156.5 MPa
228.5 MPa
24156. A beam that is safe in web crippling will not be safe in web buckling.
Agree
Disagree
24157. The shear stress in a beam at neutral axis is-
zero
maximum
minimum
24158. The unstiffened seated connections are used to transmit end reaction of beam upto-
100kN
150kN
200KN
300kN
24159. দৈনিক মাথাপিছু গড় বাস্তুজ সিউয়েজের পরিমাপ কত ধরা হয়?
৮০-২৫
১১০-১৫৫
৯০-১৩৫
১০০-১৪৫
Job Preparation
Civil MCQ
Himalay Sen Sir
Civil Engineering classroom
এনভায়রনমেন্টাল ইঞ্জিনিয়ারিং
environmental engineering
ব্যাখ্যা: ব্যাখ্যা:
i) সেপটিক ডিজাইনের সময় মাথাপিছু সিউয়েজ ৭৫-৮৫ লিটার
(ii) দৈনিক মাথাপিছু গড় বাস্তুজ সিউয়েজ ৯০-১৩৫ লিটার।
24160. 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