MCQ
16421. 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
16422. The unstiffened seated connections are used to transmit end reaction of beam upto-
100kN
150kN
200KN
300kN
16423. The steel beam of light sections placed in plain cement concrete are called-
joists
simple joists
filler joists
concrete joists
16424. দৈনিক মাথাপিছু গড় বাস্তুজ সিউয়েজের পরিমাপ কত ধরা হয়?
৮০-২৫
১১০-১৫৫
৯০-১৩৫
১০০-১৪৫
16425. পাইপের কতটুকু অংশ জুড়ে হেডরুম থাকে?
1/2
1/5
1/4
1/3
16426. The maximum allowable stress for rolled steel beams and channels is-
128.5 MPa
181.5 MPa
156.5 MPa
228.5 MPa
16427. কোনটি সিউয়েজ নিষ্কাশন ব্যবস্থা নয়?
যুক্ত পদ্ধতি
আংশিক স্বতন্ত্র পদ্ধতি
স্বতন্ত্র পদ্ধতি
আংশিক যুক্ত পদ্ধতি
16428. 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%
16429. 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
16430. 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
16431. A beam that is safe in web crippling will not be safe in web buckling.
Agree
Disagree
16432. বাংলাদেশের জন্য পানিতে গ্রহণযোগ্য আর্সেনিকের সর্বোচ্চ মাত্রা কোনটি?
০.৩ পিপিএম
০.০৫ পিপিএম
০.৫ পিপিএম
০.০৩ পিপিএম
16433. The allowable bearing stress for rolled
128 N/mm²
156N/mm²
189N/mm²
228 N/mm²
16434. নিচের কোনটি Water supply system-এর উপাদান নয়?
Sanitation system
Distribution system
Treatment system
Source of supply
16435. The vertical plate of a plate girder is termed as-
web plate
flange plate
cover plate
none of these
16436. 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%
16437. ETP বলতে কী বুঝায়?
Emergency Treatment Plant
Energy Transition Plant
Equalization Transfer Plant
Effluent Treatment Plant
16438. 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
16439. 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
16440. The shear stress in a beam at neutral axis is-
zero
maximum
minimum