1. Analyze the continuous beam by Moment Distribution (use the alternative method). Determine the moment at the ends of each span and the reactions at supports. w = 5.4 KN/m W = 3 KN/m A 1.5 I B I 6 m 6 m

Q: SITUATION 4: A continuous beam is supported at A, B, and C as shown. It carries a uniformly…

A: W = 30KN/m lAB = lBC = 10m Condition:- To find x so that, MA = MC

Q: : For the frame loaded as shown in figure supported by hinged at A and fixed at D. Assume El is…

A: The assessment of the effects of loads on physical structures and their components is known as…

Q: Consider the beam shown below. Take P = 5 kip and w = 1.7 kip/ft. Point E is just to the right of…

A: Solution:Given Data:The concentrated load acting on the beam is P=5kipThe intensity of uniformly…

Q: Question 3: Use the Moment Distribution method to determine the moments at the supports, Assume A…

A: Given data  EI = Constant  Find moment at support.

Q: Cantilever beam AB carries an upward uniform load of intensity q, from x = 0 to (see figure (a)) and…

A: (a) Consider the figure,

Q: Determine the reactions at the supports, then draw the shear and moment diagrams for the beam shown…

A:

Q: * Analyze the continuous beam by Moment Distribution (use the alternative method). Determine the…

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.