Design of Steel Structure The forces acting on the web splice of a plate girder are Shear and axial forces Axial and bending forces Shear and bending forces Axial forces Shear and axial forces Axial and bending forces Shear and bending forces Axial forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The heaviest I-section for same depth is ISHB ISWB ISMB ISLB ISHB ISWB ISMB ISLB ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Other conditions being same, the load factor in indeterminate structures is More than the load factor in determinate structures Unpredictable Less than the load factor in determinate structures Equal to load factor in determinate structures More than the load factor in determinate structures Unpredictable Less than the load factor in determinate structures Equal to load factor in determinate structures ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The range of economical spacing of trusses varies from 2L/5 to 3L/5 where L is span L/4to2L/5 L/3 to L/2 L/3 to L/5 2L/5 to 3L/5 where L is span L/4to2L/5 L/3 to L/2 L/3 to L/5 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Area of openings for buildings of large permeability is more than 50% of wall area 10% of wall area 30% of wall area 20% of wall area 50% of wall area 10% of wall area 30% of wall area 20% of wall area 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 105.5 MPa on gross area 95.0 MPa on net area 105.5 MPa on net area 150.0 MPa on gross area 105.5 MPa on gross area 95.0 MPa on net area ANSWER DOWNLOAD EXAMIANS APP
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