Figure 1.4 2-dimensional and 3-dimensional model of structures
Similarly loads are also put into different categories, based on various criteria:
a(a) Based on the source/origin: Wind load, earthquake load, self weight, live load, blast load, temperature stress, etc.
a(b) Based on the direction of action: Gravity loads, lateral loads, etc. (Figure 1.5)
a(c) Based on time-variation: Static, dynamic, impulse, pseudo-static, etc.
a(d) Based on the mode of action/analysis point-of-view: Concentrated or point load, distributed load, moment, pressure, aaaaetc. (Figure 1.6).
(a) Concentrated or point loads on
Distributed loads on a simply
Figure 1.6 Load types based on analysis point of view