Reaction at support b of the structure is

More Questions from GATE Exam Questions

• Allowable average shear stress in an un-stiffened web for beams made of steel of grade 250 N/mm2 is :
• A two lane single carriage-way is to be designed for a design life period of 15 years. Total two-way traffic intensity in the year of completion of construction is expected to be 2000 commercial vehicles per day. Vehicle damage factor = 3.0, Lane distribution factor = 0.75. Assuming an annual rate of traffic growth as 7.5%, the design traffic expressed as cumulative number of standard axles, is
• A mild steel specimen is under uni-axial tensile stress. Young's modulus and yield stress for mild steel are 2 x 105 MPa and 250 MPa respectively. The maximum amount of strain energy per unit volume that can be stored in this speciment without permanent set, is
• When a retaining wall moves away from the backfill, the pressure exerted on the wall is termed as
• A propped cantilever beam in shown in the below figure. The plastic moment capacity of the beam is M0. The collapse load P is
• The toughness index of clayey soils is given by
• On an immersed body in a flowing fluid the lift force is :
• Two footings, one circular and the other square, are founded on the surface of a purely cohesionless soil. The diameter of the circular footing is same as that of the side of the square footing. The ratio of their ultimate bearing capcities is
• The nature of contact pressure distribution under a rigid footing resting on a sandy soil and subjected to uniformly distributed load is as shown in :
• Rivets and bolts subjected to both shear stress (τvf , cal) and axial tensile stress (σtf , cal) shall be so proportioned that the stresses do not exceed the respective allowable stresses τvf and σtf and the value of exceed does not exceed

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