4. Value of Distributed Load a. 15 kN/m c. 10 kN/m 5. Concentrated Load at C a. 14 kN c. 25 kN 6. Location of zero moment from t left support a. 8.41 m b. 12 kN/m d. 13 kN/m b. 15 kN d. 29 kN b. 5.91 m d. 7.61 m C. 4.50 m

Q: 15 kN/m 5 kN/m 9 m

A: Given data  Simply supported beam  UVL Span length  I will break the given loading into UDL and UVL

Q: Problem 3) Determine the maximum positive moment at point C on the single girder caused by the…

A: Determine the maximum positive moment at point C on the single girder caused by the moving load.

Q: Obtain the value of the maximun bendling moment for the given beam. (Ay= 133.75 KN Az=0 B= 206.25 N)…

A: Given a beam with Support reactions:Ay=133.75 kN, Ax=0, By=206.25 kN

Q: What is the internal bending moment at point B (including the sign based on the sign convention for…

A:

Q: 7. Determine the moment at the supports. Make at least eight distributions. Use Moment Distribution…

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.