The ratio of plastic section modulus to elastic section modulus is always greater than 1 is equal to 1 is always less than 1 can be less than 1 TRUE ANSWER : ? YOUR ANSWER : ?
As compared to field rivets, the shop rivets are Any of these stronger weaker equally strong TRUE ANSWER : ? YOUR ANSWER : ?
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than 600 mm 500 mm 1000 mm 300 mm TRUE ANSWER : ? YOUR ANSWER : ?
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as 1.50 kN/m2 1.35 kN/m2 0.75 kN/m2 0.65 kN/m2 TRUE ANSWER : ? YOUR ANSWER : ?
Load factor is always less than factor of safety always equal to factor of safety always greater than factor of safety sometimes greater than factor of safety TRUE ANSWER : ? YOUR ANSWER : ?
For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure) ±0.7p zero ±0.2p ± 0.5 p TRUE ANSWER : ? YOUR ANSWER : ?
Bearing stiffeners are provided ati) the supportsii) the mid spaniii) the point of application of concentrated loads The correct answer is only (i) both (i) and (ii) (i), (ii) and (iii) both (i) and (iii) TRUE ANSWER : ? YOUR ANSWER : ?
The moment-curvature relation at a plastic hinge is constant curvature for all moments constant moment for all curvatures linear parabolic TRUE ANSWER : ? YOUR ANSWER : ?
According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle) lesser of 200 mm and 161 lesser of 300 mm and 32 t lesser of 200 mm and 12 t lesser of 3 00 mm and 24 t TRUE ANSWER : ? YOUR ANSWER : ?
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of (where, t = the web thickness in mm h = the outstand of stiffener in mm) 125 t2/h 125 t2/h 175 t2/h 75 t2/h TRUE ANSWER : ? YOUR ANSWER : ?