Structural Analysis The thickness of the rectangular plate for the cap or base of a solid round steel columns, is calculated from the formula t = √[(9W/16 fbct) × D/(D -d)] where ‘d’ is The dimension of the base The reduced diameter of the column The diameter of the top The diameter of the base The dimension of the base The reduced diameter of the column The diameter of the top The diameter of the base ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The effective length of lacing is the distance Between the inner end rivets of the bar for single lacing Between the inner ends of effective lengths of welds connecting the members All of these 0.7 of the distance between the inner end rivets of the bar for double lacing Between the inner end rivets of the bar for single lacing Between the inner ends of effective lengths of welds connecting the members All of these 0.7 of the distance between the inner end rivets of the bar for double lacing ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis A load W is moving from left to right support on a simply supported beam of span T. The maximum bending moment at 0.4 1 from the left support is 0.16 Wl 0.20 Wl 0.24 Wl 0.25 Wl 0.16 Wl 0.20 Wl 0.24 Wl 0.25 Wl ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis A pin-jointed plane frame is unstable if (where m is number of members, r is reaction components and j is number of joints) m + r = 2j (m + r)<2j None of these (m + r)>2j m + r = 2j (m + r)<2j None of these (m + r)>2j ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Degree of kinematic indeterminacy of a pin-jointed plane frame is given by 2j – r 2j + r 3j – r j – 2r 2j – r 2j + r 3j – r j – 2r ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis A single rolling load of 8 kN rolls along a girder of 15 m span. The absolute maximum bending moment will be 8 kN.m 15 kN.m 30 kN.m 60 kN.m 8 kN.m 15 kN.m 30 kN.m 60 kN.m ANSWER DOWNLOAD EXAMIANS APP
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