ডিজাইন অব স্ট্রাকচার MCQ
সিভিল ইঞ্জিনিয়ারিং এর ডিজাইন অব স্ট্রাকচার সাবজেক্টের সকল MCQ প্রশ্ন এই ফোল্ডারে পাবেন। Civil Engineering এর চাকরি প্রস্তুতির জন্য ডিপার্টমেন্ট ও নন-ডিপার্টমেন্টের সকল MCQ এর প্রশ্ন উত্তর ব্যাখ্যাসহ এখানে পাবেন। সহকারী/উপ-সহকারী প্রকৌশলী চাকরি প্রস্তুতির জন্য আমাদের App: Engineering Classroom গুগল প্লে-স্টোর থেকে ডাউনলোড করে নিন। Design of Structure all MCQ, Civil Engineering MCQ
161. The steel beam of light sections placed in plain cement concrete are called-
joists
simple joists
filler joists
concrete joists
162. The shear stress in a beam at neutral axis is-
zero
maximum
minimum
163. Any major beam in a structure is known as a-
subsidiary beam
joist
girder
secondary beam
164. The beams resting on purlins are known as-
spandrel beams
rafters
trimmers
stringers
165. 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
166. The allowable bearing stress for rolled
128 N/mm²
156N/mm²
189N/mm²
228 N/mm²
167. A beam that is safe in web crippling will not be safe in web buckling.
Agree
Disagree
168. The beams supporting the stair steps are called as-
spandrel beams
trimmers
rafters
stringers
169. 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
170. In a grillage footing, the maximum bending moment occurs at the-
edge of beam
centre of beam
edge of base
plate none of these
171. The unstiffened seated connections are used to transmit end reaction of beam upto-
100kN
150kN
200KN
300kN
172. The main beam is a beam, which supports-
floor construction
joists
secondary beam
none of these
173. Allowable working stress compression in the column splice plate may be taken as-
60 N/mm²
80 N/mm²
100 N/mm²
125 N/mm²
174. In a grillage footing, the maximum shear force occurs at the edge of base plate.
Right
Wrong
175. A beam is a structural member subjected to loads.
axial
tansverse
axial and transverse
176. Which of the following is not a tension member?
Cable
Tie
Bar
Boom
177. The width of bearing plate is--- the width of the flange of column.
equal to
greater than
less than
none of these
178. 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%
179. 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%
180. The maximum allowable stress for rolled steel beams and channels is-
128.5 MPa
181.5 MPa
156.5 MPa
228.5 MPa