fc = π²E/(I/r)²
fc = (I/r)²/ πE
fc = (I/r)/ πE
fc = π²E/(I/r)
A. fc = π²E/(I/r)²
Load/Shear strength of a rivet
Load/Bearing strength of a rivet
Load/Tearing strength of a rivet
Load/Rivet value
Bearing stress
Working stress
Tensile stress
Compressive stress
Angle section
Channel section
Box type section
Any of the above
HTW grade of thickness exceeding 32 mm
HT grade of thickness exceeding 45 mm
HT grade of thickness not exceeding 45 mm
All the above
Tensile stress
Compressive stress
Shearing stress
None of these
When the gauge distance is larger than the pitch, the failure of the section may occur in a zig-zag line
When the gauge distance is smaller than the pitch, the failure of the section may occur in a straight right angle section through the centre of rivet holes
When the gauge distance and pitch are both equal, the failure to the section becomes more likely as the diameter of the holes increases
All the above
Two series
Three series
Four series
Five series
500 mm
600 mm
1000 mm
300 mm
To spread the column load over a larger area
To ensure that intensity of bearing pressure between the column footing and soil does not exceed permissible bearing capacity of the soil
To distribute the column load over soil through the column footing
All the above
8 t
16 t
24 t
32 t
Two holes for each angle and one hole for the web
One hole for each angle and one hole for the web
One hole for each angle and two holes for the web
Two holes for each angle and two holes for the web
Beams are simply supported
All connections of beams, girders and trusses are virtually flexible
Members in compression are subjected to forces applied at appropriate eccentricities
All the above
150 t
160 t
170 t
180 t
180
200
250
350
Line of action of the resultant of two column loads, is made to coincide with the centre of gravity of the base of the footing
Trapezoidal shape is used for the base footing
Projections of beams on either side in lower tier are such that bending moments under columns are equal
All the above
Pc = π²EI/l²
Pc = πEI/l²
Pc = πEI/I²
None of these
1/2 to 1/3 of the span
1/3 to 1/4 of the span
1/4 to 1/8 of the span
1/8 to 1/12 of the span
180 t
220 t
230 t
270 t
10
11
12
13
Zero
10
100
Infinity
Moment of inertia/Radius of gyration
Effective length/Area of cross-section
Radius of gyration/Effective length
Radius of gyration/ Area of cross-section
1.5 d
2.0 d
2.5 d
3.0 d Where d is gross diameter of rivet
650 mm
810 mm
1250 mm
1680 mm
(i) and (ii) are correct
(i), (ii) and (iii) are correct
(ii) and (iii) are correct
Only (i) is correct
l = L
l = 2L
l = 0.5L
l = 3L
2 d
4 d
6 d
8 d
A girder
A floor beam
A main beam
All the above
1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain
1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain
1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain
1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain
0.15 d
0.22 d
0.33 d
0.44 d
Shear riveted joint
Chain riveted joint
Zig-zag riveted joint
All the above