A 0.600-in.-diameter bolt is loaded in shear and fractures at a load of V = 13.4 kips. Determine the shear stress in the bolt just prior to fracture.

A stainless steel tube with an outside diameter of 48 mm and a wall thickness of 5 mm is used as a compression member. If the axial stress in the member must be limited to 332 MPa, determine the maximum load P that the member can support.

A 0.720-in.-diameter bolt is loaded in shear and fractures at a load of V = 15.2 kips. Determine the shear stress in the bolt just prior to fracture.

Solve the problem.The acceleration vector for a particle moving in xyz-space is

The beam is supported by rod (1) and a pin at C. Assume L = 1.6 m and θ = 30°. For a uniformly distributed load of w = 4.7 kN/m, determine the force in rod (1).

The position vector of a particle is r(t). Find the requested vector.The velocity at

Bolt holes with a diameter of 1.000 in. are punched into structural steel members that have a thickness of 0.43 in. If the shear stress in the steel is 46 ksi, determine the bearing stress between the punch and the steel.

A steel rod with a 1.50-in. gage length and a 0.100-in. diameter is loaded in tension. At the proportional limit, a load of 550 lb elongates the gage length by 0.00318 in. and reduces the diameter by 0.000057 in. Determine the modulus of elasticity.

If a uniform distributed load w = 65 lb/ft and concentrated load P = 690 lb are applied to the beam as shown, determine the vertical reaction force at B. Assume a = 12.0 ft and b = 5.6 ft.

A thin polymer plate PQR is deformed so that corner Q is displaced downward by a distance L = 1.35 mm to new position Q’ as shown. Determine the shear strain at Q’ associated with the two edges (PQ and QR).