Design of Steel Structure The heaviest I-section for same depth is ISLB ISWB ISMB ISHB ISLB ISWB ISMB ISHB ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lacing bars in a steel column should be designed to resist Shear force due to 2.5% of the column load Both (A) and (B) 2.5% of the column load Bending moment due to 2.5% of the column load Shear force due to 2.5% of the column load Both (A) and (B) 2.5% of the column load Bending moment due to 2.5% of the column load ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The allowable tensile stress in structural mild steel plates for steel tank is assumed as 95.0 MPa on net area 105.5 MPa on net area 105.5 MPa on gross area 150.0 MPa on gross area 95.0 MPa on net area 105.5 MPa on net area 105.5 MPa on gross area 150.0 MPa on gross area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is 2.0 mm 1.0 mm 1.5 mm 2.5 mm 2.0 mm 1.0 mm 1.5 mm 2.5 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets) 1.5 d 2.0 d 3.0 d 2.5 d 1.5 d 2.0 d 3.0 d 2.5 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as 0.5 0 1.0 between 0.5 and 1.0 0.5 0 1.0 between 0.5 and 1.0 ANSWER DOWNLOAD EXAMIANS APP
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