Determine the section modulus and select the most economical metric wide-flange shape that should be used to support the loading shown using the table given below. σall = 153 MPa and τall = 100 MPa.

Q: For the truss depicted below, determine the horizontal and vertical displacement at point C. For all…

A: Step 1: The truss consists of multiple members, and we are given the loads, material properties, and…

Q: A Elastic bar AB is connected to rigid member ACD as shown in the figure. Determine the displacement…

A: Given  Area , A= 200 mm2  Modulus of Elasticity, E= 80 Gpa

Q: Consider the truss shown i TI F F

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Q: strain in the tension bars equal to  0.004 and  in the design process use 60% of this rho max.…

A: Given : DL = 10 kN/m LL = 8 kN/m UDL & 15 kN/m UVL 8 m length fc = 21 MPa and fy = 276 MPa

Q: Ea * a *- a а — D F4 В G

A: We will use the method of joints to analyze this truss. Support reactions at A= RA Support reaction…

Q: a. Determine the allowable bending stress using elastic design (ASD). 09 3.98333TRE b. Determine the…

A: Span(L)= 8 mdead load (uniformaly distributed load) = 10 KN/mProperties of steel beam Need to finda.…

Q: An aluminum plate is subjected to uniform stress along its boundaries, as shown in the figure.…

A: stresses on an element is given as followschange in length of diagonal BD=?

Q: From the figure shown, a truss is subjected to loads PI = 15 kN, P2 = 15 kN and P3 = 25 kN at joint…

A: A truss is given with hinged support at B and roller support at A.To determine for member DIThe…

Q: A steel bar AD has a cross-secțional area of 260 mm? and is loaded by forçes P, = 12 kN. P,= 8 kN.…

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Q: 18 in. 6 in. 18 in. Steel B C Steel -Aluminum

A:

Q: For the axially loaded member given below, determine the reaction at A, then draw axial force,…

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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.