Other conditions being same, the load factor in indeterminate structures is More than the load factor in determinate structures Less than the load factor in determinate structures Unpredictable Equal to load factor in determinate structures TRUE ANSWER : ? YOUR ANSWER : ?
The elastic strain for steel is about 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain 1/12 of strain at the initiation of strain hardening and 1/200 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 about 1/120 of maximum strain TRUE ANSWER : ? YOUR ANSWER : ?
Battening is preferable when the<br/>i) column carries axial load only<br/>ii) space between the two main components is not very large<br/>iii) column is eccentrically loaded<br/>The correct answer is only (iii) (i) and (ii) (ii) and (iii) only (i) TRUE ANSWER : ? YOUR ANSWER : ?
Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles) d/4 d/3 d/2 2d/3 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 1000 mm 500 mm 300 mm TRUE ANSWER : ? YOUR ANSWER : ?
The forces acting on the web splice of a plate girder are Shear and axial forces Axial forces Shear and bending forces Axial and bending forces TRUE ANSWER : ? YOUR ANSWER : ?
By providing sufficient edge distance, which of the following failures of riveted joint can be avoided ? crushing failure of the rivet tension failure of the plate shear failure of the plate shear failure of the rivet TRUE ANSWER : ? YOUR ANSWER : ?
The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is only (ii) None of these both (i) and (ii) only (i) TRUE ANSWER : ? YOUR ANSWER : ?
compression force in two end posts The pin of a rocker bearing in a bridge is designed for bending and shear bearing, shear and bending bearing and shear bearing and bending TRUE ANSWER : ? YOUR ANSWER : ?
The maximum permissible span of asbestos cement sheets is 1680 mm 810 mm 650 mm 1250 mm TRUE ANSWER : ? YOUR ANSWER : ?