Related Questions

The live load to be considered for an accessible roof, is
A Nil
B 75 kg/m3
C 150 kg/m2
D 200 kg/cm2
Which of the following types of rain gauges is used for measuring rain in remote hilly inaccessible areas ?
A tipping bucket type
B weighing type
C floating type
D Simon’s raingauge
Which of the following methods of plane table surveying is used to locate the position of an inaccessible point ?
A radiation
B intersection
C traversing
D resection
The load factors for live load and dead load are taken respectively as
A 1.5 and 2.2
B 2.2 and 1.5
C 1.5 and 1.5
D 2.2 and 2.2
What does the underlined word mean in the following sentence?The old man's house, badly in need of paint, was leaning to one side and had holes in the roof, but one side and had holes in the roof, but
A poorly built
B old-fashioned
C run down
D dirty
The lower edge of the pitched roof, from where the rain water of the roof surface drops down, is known as
A Hip
B Gable
C Ridge
D Eaves
Mansard roof is a roof which slopes in
A Two directions without break in the slope on each side
B Two directions with break in the slope on each side
C Four directions without break in the slope on each side
D Four directions with break in the slope on each side
The opening provided in sloping roof with its top parallel to the roof surface, is called
A Dormer window
B Sky light window
C Lantern window
D Louvered window
When the axis of load lies in the plane of rivet group, then the most heavily loaded rivet will be the one which (where, Fa is the load shared by each rivet due to axial load and Fm is the shearing load due to moment in any rivet.)
A Is at the maximum distance from CG of the rivet group
B Is at the minimum distance from CG of the rivet group
C Gives the maximum angle between the two forces Fa and Fm
D Gives the minimum angle between the two forces Fa and Fm
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed
A 10 mm
B 15 mm
C 20 mm
D 25 mm

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