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Load interaction

Wiinsche, J.N. and Ferguson, I.B. (2005). Crop load interaction in apple , in Janick, J., Horticultural Reviews, John Wiley and Sons, Chichester, 231-290. [Pg.351]

Roof diaphragms should be designed to resist lateral wall reactions applied as in-piane loads as well as blast overpressures applied as oul-of-planc loads. Though Equation 7.2 could be used for this load interaction, separate, structural bracing members are normally added to transfer lateral wall reactions. Refer to AISI199 J for further information. [Pg.191]

Stresses. The main mechanical properties to consider are maximum stress or stress intensity factor, <7m ix or Kmax, cyclic stress or stress-intensity range, Act or AK, stress ratio R, cyclic loading frequency, cyclic load waveform (constant-amplitude loading), load interactions in variable-amplitude loading, state of stress, residual stress, and crack size and shape, and their relation to component size geometry.31... [Pg.412]

Manjunath, K. S. and Roberts, A. W. 1986. Wall pressure-feeder load interactions in mass-flow hopper/feeder combinations Part I. Bulk Solids Handling 6 769-775. [Pg.174]

FIGURE 2.11 The moment-axial load interaction surface for a noncircular section. [Pg.48]

K.S. Manjunath and A.W.Roberts, Wall Pressure-Feeder Load Interactions in Mass-Flow Hopper/Feeder Combinations. Bulk Solids Handling, Part I- Vol 6 No. 4, August Part II - Vol. 6, No.5, October 1986. [Pg.223]


See other pages where Load interaction is mentioned: [Pg.656]    [Pg.695]    [Pg.335]    [Pg.790]    [Pg.115]    [Pg.117]    [Pg.205]    [Pg.481]    [Pg.200]    [Pg.48]    [Pg.103]    [Pg.186]    [Pg.195]    [Pg.2054]    [Pg.140]    [Pg.385]    [Pg.2736]    [Pg.851]   
See also in sourсe #XX -- [ Pg.174 ]

See also in sourсe #XX -- [ Pg.174 ]

See also in sourсe #XX -- [ Pg.174 ]




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