Design of Steel Structure Which of the following types of riveted joint is free from bending stresses ? butt joint with double cover plates None of these lap joint butt joint with single cover plate butt joint with double cover plates None of these lap joint butt joint with single cover plate ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure 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) 75 t2/h 175 t2/h 125 t2/h 125 t2/h 75 t2/h 175 t2/h 125 t2/h 125 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web) 50 t 250 t 85 t 200 t 50 t 250 t 85 t 200 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the 20 mm rivets are used in lacing bars, then the minimum width of lacing bar should be 100mm 40mm 80mm 60mm 100mm 40mm 80mm 60mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The internal pressure coefficient on walls for buildings with large permeability is taken as ± 0.7 ±0.5 0 ± 0.2 ± 0.7 ±0.5 0 ± 0.2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The elastic strain for steel is about 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 1/24 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 about 1/120 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 1/24 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 about 1/120 of maximum strain ANSWER DOWNLOAD EXAMIANS APP
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