Image

Exams

Prepare for your next test with our collection of exam-based practice sets and question banks designed for effective assessment and revision.

Courses

Discover our wide range of online courses designed to help you learn new skills, master complex topics, and achieve your academic or career goals.

Board Questions

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

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
163. The unstiffened seated connections are used to transmit end reaction of beam upto-
100kN
150kN
200KN
300kN
165. The maximum allowable stress for rolled steel beams and channels is-
128.5 MPa
181.5 MPa
156.5 MPa
228.5 MPa
166. 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
168. The steel beam of light sections placed in plain cement concrete are called-
joists
simple joists
filler joists
concrete joists
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. The width of bearing plate is--- the width of the flange of column.
equal to
greater than
less than
none of these
171. 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%
173. 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
175. 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 a grillage footing, the maximum bending moment occurs at the-
edge of beam
centre of beam
edge of base
plate none of these