The greater clear dimension of web of thickness't' should not exceed
Pick up the correct statement from the following:
Minimum diameter of the lateral ties should not be less than
If the ends of the compression flanges of simply supported girders are fully restrained against lateral bending, the effective length is taken as
The side face reinforcement is provided if the depth of the web of a beam exceeds
For under water concreting.
The maximum spacing of shear reinforcement should not exceed 0.d subject to a minimum of
The individual part of the structures is subjected to a load test forhours by applying a load equal to full dead load of the structure plus
The staggered pitch is the distance between two consecutive rivets measured
The development length of each bar of three bars bundled together is increased by
The minimum length of the side or diameter of the column base shall not be less than (where d is the minimum diameter of the column).
The width of lacing bars in mm is kept
For nominal mix concrete Mthe required quantity of water perkg. of cement, is
The ratio of the effective lengths of two columns, one effectively held in position at one end and partially restrained at the other end, and the other effectively held in position at one end and free at the other end, is
The grade of plain concrete to be used in sea water or structures exposed to sea water, should be
For battened struts, the effective length is increased by
The designed transverse shear in lacing is assumed as
Pick up the correct precaution while spilicing the reinforcing bars
For the plain reinforcing bars in compression, the permissible design bond stress in tension, is increased by
For design of a column the eccentricity of loading shall be taken as the distance from the assumed point of application of the load to the centroid of the column, subject to a minimum of
In case of continuous beams, the distance between the points of zero moment, may be obtained as (where l is the effective span).
The slenderness ratio of single angle discontinuous struts conmected by a single rivet or bolt, shall not exceed
For heavily reinforced concrete member, the nominal maximum size of the aggregates should be restricted to
The maximum area of compression reinforcement in a beam of cross section B x D is limited to
Please disable the adBlock and continue. Thank you.