The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; I = 1690 in.*). For the loading shown, determine: (a) the beam deflection at point A. (b) the beam deflection at point B. Assume MA = 170 kip-ft, P = 30 kips, LAB = 6.1 ft, Lec = 9.2 ft. P MA В C LAB LBC Answer: (a) VA = in. (b) Vg = in.

Q: A B L P D L L Calculate the deflection at A (the end opposite of the load) and at D (under the…

A: Given Data  Find the deflection at A and D.

Q: solve the fixed-end moment of the beam shown below using CONJUGATE METHOD. show the step by step…

A: Given:Required:Fixed end moment using conjugate beam method

Q: Compute and Design the beam loaded as shown. 20 kN/m 10 kN/m 15 kN 5m 4m The im f'c = 20.7 MPa fs =…

A: The total load on the beam can be calculated by adding the distributed loads and the point load. The…

Q: 4.5) The live load deflection d, is A) 1.331 in B) 1.112 in C) 0.620 in D) 0.434 in

A:

Q: 4.4) The design shear strength D,V, is A) 81.1 kips B) 482 kips C) 529 kips D) 567 kips

A:

Q: Need help asap pls. The beam is shown below. The cross-section of the beam is 250 mm x 400 mm. Take…

A: Given Data  E = 200 GPA Cross section of beam 250 mm × 400mm Find  1. Deflection at right end of…

Q: For the beam and loading shown, determine (a) the deflection at C, VC- PL EI (b) the slope at end 4.…

A: Given :

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.