Design of Steel Structure Bending compressive and tensile stresses respectively are calculated based on net area and gross area gross area in both cases net area in both cases gross area and net area net area and gross area gross area in both cases net area in both cases gross area and net area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The heaviest I-section for same depth is ISHB ISWB ISLB ISMB ISHB ISWB ISLB ISMB ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method of plastic analysis satisfies mechanism and plastic moment conditions 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 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Other conditions being same, the load factor in indeterminate structures is Less than the load factor in determinate structures Equal to load factor in determinate structures Unpredictable More than the load factor in determinate structures Less than the load factor in determinate structures Equal to load factor in determinate structures Unpredictable More than the load factor in determinate structures ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure 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 300 mm 1000 mm 600 mm 500 mm 300 mm 1000 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Gantry girders are designed to resist lateral loads lateral, longitudinal and vertical loads lateral and longitudinal loads longitudinal loads and vertical loads lateral loads lateral, longitudinal and vertical loads lateral and longitudinal loads longitudinal loads and vertical loads ANSWER DOWNLOAD EXAMIANS APP
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