Use the Castigliano's theorem to determine PROBLEM #2 the displacement of point C and slope of point D of the beam made from steel. I = 245 int. Express your answer in inches. 8 kip 8 kip A В D C - 5 ft 5 ft -5 ft 5 ft-

Q: A frame fixed at end 'D' and free at end 'A' is shown in figure. The vertical mm. Assume EI = 16.8 ×…

A: For given arrangement,P=20 kNEI=16.8 x103Frame fixed at D

Q: INTERNAL FORCES - EQUATION i) What is the equation for shear force V(x) and bending moment M(x EACH…

A: …

Q: 4000 mm2 150 kN 3 m 4000 mm2 2600 mm2 B 4000 mm2 225 k 3 m- - 3 m- E= 70 GPa Determine the total…

A:

Q: A simply supported 5-meter beam is an S- Beam, S610 x 119. If the beam has no external load, A. What…

A: Given:S610*119 beamLength = 5mSimply supported beam with no external loadRequired:Reaction at hinge…

Q: Problem 1 The horizontal rigid beam holds the distributed load indicated in the picture. Determine…

A: Area of each bar, Modulus of elasticity,

Q: A structure as shown in the figure is hinged at A and rests on a roller at C. In using Castigliano's…

A:

Q: For the beam below, use the deflection tables from the FE equation packet to determine the…

A: Determine the reaction at support A using the relation.

Q: PROBLEM - ASSIGN ALL PARTS NOTE: This is a multi-part question. Once an answer is submitted, you…

A:

Q: P1) Using the second theorem of Catigliano find the amount of internal forces in the shown truss.…

A:

Q: 4- Using Castigliano's theorem, determine the displacement of point B of the beam shown below. Take…

A: E = 210 GPa I = 285 × 106 mm4 Determine the displacement of point B of the beam using Castigliano's…

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.