Design of Steel Structure If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be 27 mm 20 mm 16 mm 24 mm 27 mm 20 mm 16 mm 24 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a fillet weld should not be less than Two times the weld size Weld size Six times the weld size Four times the weld size Two times the weld size Weld size Six times the weld size Four times the weld size ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Horizontal stiffener in a plate girder is provided to safeguard against shear buckling of web plate compression buckling of web plate All of these yielding shear buckling of web plate compression buckling of web plate All of these yielding ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In a gusseted base, when the end of the column is machined for complete bearing on the base plate, then the axial load is assumed to be transferred to base plate 50% by direct bearing and 50% through fastenings 75% by direct bearing and 25% through fastenings Fully through fastenings Fully by direct bearing 50% by direct bearing and 50% through fastenings 75% by direct bearing and 25% through fastenings Fully through fastenings Fully by direct bearing 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 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 95.0 MPa on net area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist column loads + 2.5% of horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + full horizontal shear due to wind or earthquake column loads + 2.5% of horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + full horizontal shear due to wind or earthquake ANSWER DOWNLOAD EXAMIANS APP
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