mum bending moment that can occur at a section 7 m from

Q: Determine the external reactions at A and F for the roof truss loaded as shown (positive answers are…

A: To Determine Ax, Ay and Fy

Q: solve and e and f

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Q: PROBLEM 2: Refer to Example 4.9 page 131, and Determine the force in HI using section 1-1. Having…

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Q: Problem 1: Three vertical posts AD, BE, and CF are held between two horizontal rigid plates. Posts…

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Q: The roof of a single-story storage building shown is subjected to a uniformly distributed load of…

A: Given Data: UDL=2.4kPah=6mL=8m Required- To find the maximum bending moment (kN-m) in beam BE of a…

Q: Please help... Consider the truss system to the right. All members are two force members. There are…

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Q: QUESTION 1: [Method of Sections] For the simple truss in figure Q1 below, Figure QI: Simple tras…

A: Given:-    To find: b To draw free Body Diagram;                  To find reactions  at support…

Q: Determine the force in member BD for the truss using the method of joints.

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Q: 4m 60⁰ 2kN C 60⁰ 2kN B 8m 30⁰ 2kN A

A: Cut the x-x plane as shown in below solution. Applying equilibrium equation in both x and y…

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: Determine the force in member EF for the truss shown using the method of joints. 40 kN 5m E a.…

A: Given,  Point load  40 kN at  each joint B, C and D.  Vertical distance between E and A = 5 m

Q: The sum of forces in the member BC and GH in the following pin jointed frame is kN. Take compression…

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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.