## 61. Lacing bars in a steel column should be designed to resist

## 62. The bracing between two columns of a steel tank will be designed to resist

## 63. Gantry girders are designed to resist

## 64. In case of plastic design, the calculated maximum shear capacity of a beam as per IS : 800 shall be (where, A_{w} = effective cross-sectional area resisting shear,
f_{y} = yield stress of the steel)

_{w}= effective cross-sectional area resisting shear, f

_{y}= yield stress of the steel)

## 65. As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

## 66. The heaviest I-section for same depth is

## 67. The centrifugal force due to curvature of track is assumed to act on the bridge at a height of

## 68. Bearing stiffener in a plate girder is used to

## 69. The basic wind speed is specified at a height 'h' above mean ground level in an open terrain. The value of 'h' is

## 70. Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet)

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