A steel beam supporting loads from the floor slab as well as from wall is termed as________________?

Related Mcqs:

1. The allowable tensile stress in structural mild steel plates for steel tank is assumed as________________?

   A. 95.0 MPa on net area
   B. 105.5 MPa on net area
   C. 105.5 MPa on gross area
   D. 150.0 MPa on gross area

2. As per IS:800, in the plastic design, which of the following pairs are correctly matched? Working Loads Load factor________________?

   (i) Dead load 1.7
   (ii) Dead Load + imposed load 1.7
   (iii) Dead load + load due to wind or 1.3 seismic forces
   (iv) Dead load + imposed load + load 1.7

   due to wind or seismic forces Of these statements

   A. (i) and (ii) are correct
   B. (i), (ii) and (iii) are correct
   C. (ii) and (iii) are correct
   D. only (i) is correct

3. The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of___________________?

   A. 75 t2/h
   B. 125 t3/h2
   C. 125 t2/h
   D. 175 t2/h

   where, t = the web thickness in mm
   h = the outstand of stiffener in mm

4. If the floor is supported at or near the bottom but top chords of a bridge are not braced, then the bridge is called________________?

   A. deck type
   B. through type
   C. half through type
   D. double deck type

5. The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as________________?

   A. 1.8 L
   B. L
   C. 1.1 L
   D. 1.5 L

6. According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as________________?

   A. 0.67 L
   B. 0.8 L
   C. L
   D. 1.5 L

7. In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be________________?

   A. 0.55 Awfy
   B. 0.65 Awfy
   C. 0.75 Awfy
   D. 0.85 Awfy
   where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel

8. The slenderness ratio of a column supported throughout its length by a masonry wall is________________?

   A. zero
   B. 10
   C. 100
   D. infinity

9. For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as__________________?

   A. zero
   B. ±0.2p
   C. ± 0.5 p
   D. ±0.7p
   where p is basic wind pressure

10. Minimum pitch provided in riveted steel tanks is________________?

    A. 1.5 d
    B. 2.0 d
    C. 2.5 d
    D. 3.0 d

    where d is diameter of rivets