w = 0.50 kip/it B side view w = 0.50 kip/it 124 12 14 P11.13

Q: 7. The cantilever beam in the figure is loaded by a force P that is inclined at a =30° to the…

A:

Q: If Mz = 210 kip-ft, find the magnitude of the bending stress at a point H. For the beam cross…

A: Given data: Mz = 210 kip-ft a = 7 in b = 10 in d = 28 in r = 3.5 in Moment of inertia about the z…

Q: The cantilever beam is subjected to a concentrated load of P = 59 kips. The cross-sectional…

A: Given:- P=59 kipsyH=3.8 inyK=1.3 ind=12.5 intw=0.309 intf=0.319 inbf=5.07 in To find:- Shear stress…

Q: Having found FCD in the analysis of joint C and FDB in the analysis of joint D, there are now only…

A:

Q: find the magnitude of the bending stress at a point H.

A: Given that, Mz = 585 kip-ft For the beam cross section shown,  a = 10 in. b = 14 in. d = 35 in. r…

Q: 5.10. For the thin cantilever of Fig. P5.10, the stress function is given by r'y C3 6. x'y C5 9. xy…

A:

Q: F1 E F A D F2

A:

Q: A steel shaft with a circular opening on its centroidal axis is 2.54 meters long. It must carry a…

A:

Q: If M₂ = 280 kip-ft, find the magnitude of the bending stress at a point H. For the bear cross…

A:

Q: For the simply supported beam as shown in figure. The required section modulus if the allowable…

A:

Q: 24 kN/m 250 mm 200 mm 1.75 m Fig. 2: Viga simple AB de madera

A:

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

A:

Q: A cantilever beam of rectangular cross section is subjected to a concentrated load P = 150 kN acting…

A: Longitudinal section of beam: Cross-section of beam:

Q: Consider a 2-DOF shear building, with ?1 = 2 ?g and ?2 = 1 ?g. The lateral stiffnesses of floors…

A: m1=2 kgm2=1 kgk1=10 N/mk2=5 N/m

Q: a) The truss structure in Figure Q4 is supported at A and D with downward vertical load F1 acting at…

A: Note-force towards joint is tensile force in that tie and away from the joint is a compressive force

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.