Steel Structures Design Mock test – 5 || Civil Engineering Mock tests - CIVIL ENGINEERING OBJECTIVE

Steel Structures Design Mock test – 5 || Civil Engineering Mock tests




Welcome to your Steel structures Mock test - 5
Take an exciting test in Steel Structures Design
You have only 20 mins to complete the test (25 Questions)
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1) Minimum pitch provided in riveted steel tanks is
2) The number of seismic zones in which the country has been divided is
3) The slenderness ratio of lacing bars should not exceed
4) The actual thickness of butt weld as compared to the thickness of plate is usually
5) The spans are considered approximately equal if the longest span does not exceed the shortest span by more than
6) The effective length of a battened column is increased by
7) Load factor is
8) When two plates are placed end to end and are joined by two cover plates, the joint is known as
9) The range of economical spacing of trusses varies from
where L is span
10) The failure of a web plate takes place by yielding if the ratio of the clear depth to thickness of the  web, is less than
11) In plastic analysis, the shape factor for circular sections, is
12) The maximum spacing of vertical stiffeners is
Where d is the distance between flange angles
13) The external wind pressure acting on a roof depends on
14) The strength of a riveted lap joint is equal to its
15) To keep the intensity of bearing pressure between the column base and concrete compressive and  to vary from zero to 2P/BL, the ratio of the moment M to the axial load P should be
16) The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is
17) Effective sectional area of a compression member is:
18) If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as
19) For steel members not exposed to weather, the thickness of steel should not be less than
20) The effective length of a double angle strut with angles placed back to back and connected to both the sides of a gusset plate, by not less than two rivets, is
21) Diameter of a bolt hole is usually taken a
22) When a tension member consists of two channel sections, the allowance for rivet hole is made for two holes from
23) When a tension member is made of four angles with a plate as a web, the allowance for holes is made as
24) Number of rivets required in a joint, is
25) The mechanism method and the statical method give