By D. W. A. Rees (auth.)
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28 is supported by two identical davits ABC. 84 kN is transmitted to each davit at C. w. 13 A string, AB, connects the unequal legs of the step ladder in Fig. 29. What is the force in AB and the ground reactions when a man of weight 500 N rests at C? 33 are subjected to the vertical loadings shown. Determine graphically the forces in the bars. Check these values analytically. 36 when each frame is hinged at A and rests on rollers at B. w. 4 t). 16 A beam of 12m length carries a uniformly distributed load of 200 kg/m and rests on two simple supports distance l apart with an equal overhang at each end.
046 MN. 043 MN. It appears from (iii) that the rivets will crush first. From Eq. 8 %. In practice, however, as the shear mode factor associated with double shear is nearer 1. 75 than 2, then either the plate tearing strength or the rivet shear strength would dictate joint efficiency for this design. 3 Compound Bars Mechanical strain may be induced in compound bars by the direct application of a force and by bolt tightening forces. In each case the principles of force equilibrium and strain compatibility enable the stresses and deformations in the bar to be found.
2) Provided that the loading is elastic the displacement fully recovers upon unloading. Because metallic materials are usually linear in their loaddisplacement behaviour the ratio between a and c will be constant for a particular material. e. A = A (l). It then becomes necessary to interpret Eq. 4) Eq. 3). 1 A tie bar on a pressing machine is 2 m long and 40 mm diameter. What is the stress and the extension under a tensile load of 100 kN? Take E = 205 GPa. 33 Basic Solid Mechanics 34 Firstly, note the conversion from GPa to MNirrl: 1GPa = 109 Pa = 103 MPa = 103 MNim2 .
Basic Solid Mechanics by D. W. A. Rees (auth.)
Categories: Solid State Physics