Design of Steel Structure In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel) 0.85 Awfy 0.55 Awfy 0.75 Awfy 0.65 Awfy 0.85 Awfy 0.55 Awfy 0.75 Awfy 0.65 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Study the following statements.i) Top lateral bracing prevents the sidesway buckling of the chord.ii) Sway bracing keeps the rectangular shape of the bridge cross-section.iii) Sway bracing transfers the load from top of end posts to bearings.The correct answer is only (i) both (i) and (ii) both (i) and (iii) all (i), (ii) and (iii) only (i) both (i) and (ii) both (i) and (iii) all (i), (ii) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using horizontal stiffener at neutral axis None of these bearing stiffener vertical intermediate stiffener horizontal stiffener at neutral axis None of these bearing stiffener vertical intermediate stiffener ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate) 3t 8t 4t 6t 3t 8t 4t 6t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The allowable tensile stress in structural mild steel plates for steel tank is assumed as 105.5 MPa on net area 150.0 MPa on gross area 95.0 MPa on net area 105.5 MPa on gross area 105.5 MPa on net area 150.0 MPa on gross area 95.0 MPa on net area 105.5 MPa on gross area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The statical method of plastic analysis satisfies equilibrium and plastic moment conditions equilibrium and mechanism conditions equilibrium condition only mechanism and plastic moment conditions equilibrium and plastic moment conditions equilibrium and mechanism conditions equilibrium condition only mechanism and plastic moment conditions ANSWER DOWNLOAD EXAMIANS APP
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