b) The beam now has a vertical member rigidly connected to it at C, and a pin support at its other end, point D, as shown in Figure 2(b). The same loading as in part a) is applied as well as a horizontal load of Q = 272.0 kN as shown. P KN w kN/m A 8 m B Figure 2(b) QkN 3m 3m 4 m L

Q: A continuous beam carries a concentrated and distributed load as shown in the figure below. If the…

A: A continuous beam is generally a beam that normally has more than two supports, is statically…

Q: The beam shown below is a simple span with an overhang. The beam supports a uniform distributed…

A: An overhang beam is loaded as follows

Q: The beam shown in the figure is part of a walkway of a gymnasium. The beam 'ABC' can be considered…

A:

Q: Determine the reaction forces at the pin support at A and roller support at B of the loaded M kg…

A: Calculate reactions at supports of beam

Q: Determine Ay and By then draw a shear and moment diagram

A: A simply supported beam with uniformly distributed load and point loads.To find: Support reactions,…

Q: Vertical Reaction at C in kN. Moment Reaction at C in kN-m.

A:

Q: A propped cantilever beam XY, with an internal hinge at the middle, is carrying a uniformly…

A: A propped cantilever beam XY,

Q: The forces F1={−5i+4j−4k}kN and F2={5i−3j−2k}kN act on the end of the beam. Replace these forces by…

A: Given DataF1=-5i+4j-4kKNF2=5i-3j-2k KNNowFR=Resultant…

Q: The beam in Figure 2 is pin supported at A and roller supported at B. Calculate an equivalent…

A:

Q: The beam shown in the Figure q2 below is a continuous beam of 2 spans. Determine the reactions at…

A:

Q: 6–70. Determine the horizontal and vertical components of force at pins B and C. The suspended…

A: Take moment about C:∑ MC=0W2.8-T0.2+FB=075×9.81×2.8-75×9.81×0.3+FB1.522+1.522=0FB=1532.8 N

Q: Calculate the bending moment at B. Let W = 14 kN/m

A: Given data  Find moment at support B.    Point C is hinge connection, so moment about hinge from…

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.