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Multiple Choice Questions (MCQ) On Design of Steel Structuresc (Part 1)

  1. All the I sections are desinated by their......

a) Thickness of web

b) Width of web

c) Radius at root

d) Depth of section

Answer: d) Depth of section

 

  2. .......... IS code is used for dead load calculation

a) IS 800:2007 Part I

b) IS 875:1987 Part I

c) IS 875:1987 Part II

d) IS 800:2007 Part II

Answer: b) IS 875:1987 Part I

 

  3. For angle section ISA 100 X 100 X 10, 10 indicates........

a) Length of leg

b) Height of leg

c) Thickness of leg

d) None of these

Answer: c) Thickness of leg

 

  4. Partial safety factor for material strength when resistance governed by ultimate stress is..........

a) 1.0

b) 1.1

c) 1.25

d) 1.5

Answer: c) 1.25

 

  5. The young's modulus og elasticity for steel is..........

a) 150 kN per milimeter square

b) 200 kN per milimeter square

c) 250 kN per milimeter square

d) 275 kN per milimeter square

Answer: b) 200 kN per milimeter square

 

  6. Select the correct statement from the following

a) The partial safety factor for loads is a load factor which divided to characteristic load gives design load

b) The partial safety factor for loads is a load factor which multiplied to characteristic load gives design load

c) The partial safety factor for loads is a load factor which divided to characteristic strength gives design load

d) The partial safety factor for loads is a load factor which multiplied to characteristic strength gives design load

Answer: b) The partial safety factor for loads is a load factor which multiplied to characteristic load gives design load

 

  7. According to IS 800:2007 minimum pitch distance is..........

a) 2.7d

b) 3.5d

c) 2.5d

d) 1.5d

Answer: c) 2.5d

 

  8. When member to be connected are overlapped each other, then type of joint is called..........

a) Butt joint

b) Lap joint

c) Universe joint

d) None of these

Answer: b) Lap joint

 

9. When 4.6 grade bolt is used then value of ultimate stress of bolt (fub) is taken as..........

a) 410 N per milimeter square

b) 420 N per milimeter square

c) 400 N per milimeter square

d) 450 N per milimeter square

Answer: c) 400 N per milimeter square

 

10. When Fusion face angle is 1000, then during calculation of throat thickness of weld the value of constant k is taken as..........

a) 0.7

b) 0.65

c) 0.60

d) 0.55

Answer: b) 0.65

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