The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; I = 1850 in.4]. For the loading shown, determine: (a) the beam deflection at point A. (b) the beam deflection at point B. Assume MA = 180 kip·ft

Q: (a) y= i mm Iz = i mm4 S = i mm3 (b) ƠH = i MPa (c) OK = i MPa (d) Omax i MPa

A:

Q: a) From the system shown in the figure, obtain the forces exerted on each bar AB, AD, BD, BC and CD.…

A: From the system shown in the figure, obtain the forces exerted on each bar AB, AD, BD, BC and CD.…

Q: The truss member shown in Figure 2.2 is made from aluminium alloy. The cross-sectional area of each…

A:

Q: The rigid bar DEFis welded at point D to the uniform steel beam AB. For the loading shown in figure…

A: The free-body diagram is shown  below,

Q: The structural steel column shown in figure below is fixed at its base and free at its upper end. At…

A: Given e=9 in. E=29000 ksi σy=36 ksi P=(15+0.05R) kip a=0.50 in b=7 in. c=8in t=0.35 in. d=8in.

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.