2. The beam is constructed from four boards as shown on the figure. If it is subjected to a moment M, = 30 kN. m 25 mm 250 mm 25 mm 250 mm B. 25 mm 350 mm 25 mm a) Determine the stress at A. b) Determine the stress at B. c) Determine the resultant force the stress produces on the top board C.

Q: A beam with an overhang is supported and loaded as shown in the figure below. The beam has widths w₁…

A: Given data:  w1=1 in, w2=0.4 in, h=3.2 in The given beam is statically determinate beam and can be…

Q: Problem 4 The horizontal force of p 85 kN acts at the end of the plate. The plate has a thickness of…

A:

Q: A 12ft cantilever beam is subjected a 180 lb/ft uniform load and a vertical support of 1200 lb on…

A:

Q: The couple M acts in a vertical plane and is applied to a beam oriented as shown. Determine the…

A:

Q: The z-component of moment M will cause compression at A and B, and tension at C and D. The…

A:

Q: Two vertical forces, each of magnitude P= 13 kN, are applied to a beam of the cross section shown.…

A: Objective: To determine the maximum compressive and tensile stresses in portion BC of the beam.…

Q: Situation 3: The rigid bar ABC has a weight of 2 kN (acting on the mid-span) shown in Figure, is…

A: Coefficient of thermal expansion = 11.7 × 10-6 /°C Determinea. Axial stress in steel rod b. Vertical…

Q: If a moment, M=10 ft-kips, is applied to the cross-section about its strong axis, what is the…

A: solve question part g and h, all require data such as depth of neutral axix and moment of inertia…

Q: Question 2) In the system given in the figure, a distributed load of w=85 kN/m acts on the rod AB of…

A:

Q: A 80 MPa 30° B 30 MPa 40 MPa

A:

Q: me beam shown ists of a 200 GPa; /= 1120 × 106 mm4]. If w= 66 kN/m and P= 128 kN, determine: AY, V P…

A: The beam shown in Figure Q.2 consists of a W610 × 140 structural steel wide-flange shape [E = 200…

Q: 2. Determine the largest load P that can be applied to the frame without causing either the average…

A:

Q: Three identical bars support a rigid beam that has negligible weight. Each of the three bars has a…

A: Objective: To determine the axial force in each bar.   Given: Cross-sectional area of the bars (A) =…

Q: The couple M = 78 kip-in. is app section shown in a plane formin vertical. Determine the stress at…

A:

Q: The internal shear force V at a certain section of an aluminum beam is 40 kN. The beam's centroid is…

A: V = 40 kN, Location of Centroid from bottom = 54.4 mm, Moment of Inertia, Iz = 398300 mm4

Q: Q.3) A simply supported wide-flange (see figure below) beam of span length L carries a vertical…

A: Given : Section : W 10 X 30 L = 8.5 ft P = 5 kips  Alpha = 26.57 degrees We are asked to determine…

Q: For the beam shown: 1. Draw the free-body diagram (FBD) and determine the reactions at the supports.…

A:

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.