Design Of Steel Structures Set 6

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This set of Design of Steel Structures Multiple Choice Questions & Answers (MCQs) focuses on Design Of Steel Structures Set 6

Q1 | Lug angles
Q2 | The Indian standard code which deals with steel structures, is
Q3 | When the axis of load lies in the plane of rivet group, then the rivets are subjected to
Q4 | For double angles carrying tension, placed back to back and connected to either side of the gussetplate, the sectional area of the section, is equal to cross sectional area of
Q5 | The beam outside a wall upto floor level above it, is known as
Q6 | In the cross-section of a weld, throat is the
Q7 | The rivets which are heated and then driven in the field, are known
Q8 | According to IS: 800, in the Merchant Rankine formula the value of imperfection index (n) is
Q9 | When a large value of radius of gyration is not required
Q10 | The ratio of hydrostatic stress to the volumetric strain within the elastic range, is called
Q11 | Minimum thickness of web in a plate girder, when the plate is accessible and also exposed toweather, is
Q12 | If d is the distance between the flange angles, the vertical stiffeners in plate girders withouthorizontal stiffeners, are spaced at a distance not less than
Q13 | Long column is one
Q14 | To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shallbe
Q15 | When the length of a tension member is too long
Q16 | In factory buildings, the horizontal beams spanning between the wall columns supporting a wallcovering, are called
Q17 | The minimum thickness of plates in a steel stack should be
Q18 | To keep the intensity of bearing pressure between the column base and concrete, compressivethroughout the length of the column base, the ratio of the moment M to axial load P should be
Q19 | A structural member subjected to tensile force in a direction parallel to its longitudinal axis, isgenerally known as
Q20 | Compression force in two end posts, the pin of a rocker bearing in a bridge is designed for
Q21 | The ratio of plastic section modulus to elastic section modulus
Q22 | Bulb angles are used in
Q23 | The diameter of a bolt hole is taken as the nominal diameter of the bolt plus