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- Question : 1.1RP - Hurricane winds have caused the failure of this highway sign. Assuming the wind creates a uniform pressure on the sign of 2 kPa, use reasonable dimensions for the sign and determine the resultant shear and moment at each of the two connections where the failure occurred.
- Question : 1.2RP - High-heel shoes can often do damage to soft wood or linoleum floors. Using a reasonable weight and dimensions for the heel of a regular shoe and a high-heel shoe, determine the bearing stress under each heel if the weight is transferred down only to the heel of one shoe.
- Question : 1.3RP - Here is an example of the single shear failure of a bolt. Using appropriate free-body diagrams, explain why the bolt failed along the section between the plates, and not along some intermediate section such as a
- Question : 1.4RP - The vertical load on the hook is 5 kN. Draw the appropriate free-body diagrams and determine the maximum average shear force on the pins at A, B, and C. Note that due to symmetry four wheels are used to support the loading on the railing.
- Question : 1.5RP - The circular punch B exerts a force of 2 kN on the top of the plate A. Determine the average shear stress in the plate due to this loading
- Question : 1.6RP - Determine the required thickness of member BC and the diameter of the pins at A and B to the nearest mm if the allowable normal stress for member BC is sallow = 200 MPa and the allowable shear stress for the pins is tallow = 70 MPa.
- Question : 1.7RP - The long bolt passes through the 30-mm-thick plate. If the force in the bolt shank is 8 kN, determine the average normal stress in the shank, the average shear stress along the cylindrical area of the plate defined by the section lines a
- Question : 1.8RP - The beam AB is pin supported at A and supported by a cable BC. A separate cable CG is used to hold up the frame. If AB weighs 2.0 kN>m and the column FC has a weight of 3.0 kN>m, determine the resultant internal loadings acting on cross sections located at points D and E. Neglect the thickness of both the beam and column in the calculation.

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