For the beam shown a. Determine the maximum flexural stress b. If the nails shown in the cross-section can each support a shear force of 600 N, determine their required spacing along the beam. P=10kN Wo=8kN/m a=10m

Q: The rigid bar ABC is supported by a pin at A and a steel rod at B. Determine the magnitude of the…

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Q: For the beam in question 1, determine the maximum bending and shear stresses at point C, at point P…

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Q: figure below: 1. Drive the shear force and bending moment equation and then draw them 2. Find the…

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Q: The force p is applied at d=50 mm from the bottom as shown in the figure. Compute the normal stress…

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Q: Q1 :- If the average normal stress in each of the 20-mm diameter bars is not allowed to exceed 150…

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Q: Determine the normal and shear stresses at point B.

A: Consider the figure,

Q: Q1:- If the average normal stress in each of the 20-mm diameter bars is not allowed to exceed 150…

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Q: we found the location of the centroid 'C' of this section to be: Z = 61.6 mm; y = 80.68 mm Determine…

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Q: Use Mohr's circle to determine the principal stresses and the normal and shear force along plane AB

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Q: PROBLEM 2) The rigid bar ABC shown is hinged at A and supported by a steel rod at B. 8) Determine…

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Q: The grain of the wooden member forms an angle 15° with the vertical. For the state shown in Figure…

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Q: 4. Draw the NA and stress diagrams (da, d., o,) for the case given below.

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Q: 6. The cylindrical bar is subjected to an axial load P = 600 kN and a torque T = 10 kN-m. Point p is…

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Q: The longitudinal movement of the long prism with E = 150 GPa and v=0.3 shown in figure (a) is…

A: εz=σzE-μσXE-μσYE0=σz150×103-0.350150×103-0.380150×103σz=39MPaεX=σXE-μσZE-μσYE=50150×103-0.339150×103…

Q: Example 3.3. The joint shown is subjected to the axial member force of 6 kip. Determine the average…

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Q: Example 3.3. The joint shown is subjected to the axial member force of 6 kip. Determine the average…

A: Given:- The magnitude of the axial force = 6 kip The thickness of the member = 2 inch To determine:-…

Q: Part2: Using Mohr's circle, draw the circle and determine: a) The principal stresses at point B and…

A: It is required to determine the principle stresses.

Q: 2. A frame is subjected to a force F of 30 kN , and the cross sectional areas of rod 2 is equal to…

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Q: Q1: For the figure shown, if p=300N and the distance d between the force and the centroid of the…

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Q: Q.6 A beam has solid circular cross-section having diameter d. If a section of the beam is subjected…

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Q: 4. Determine the maximum bending stress on the section. 5. Determine the maximum shearing stress at…

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Q: Determine the shear stress at y=0

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A: Given data : Load (P)=20 KNForce in AB (FAB)=P=20 KN  (Tensile)Force in BC (FBC)=-P+6P=5P=5×20=100…

Q: Determine the shear stress at points: A, B. C, D and E in beam shown in Figure 5. Take E-30 GPa

A: Shear force at section 1-1: V11=-30×2=-60 KN     Moment of Inertia (I): I=0.2×0.5312=2.0833×10-3…

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Q: Problem 2 6 kip -3 in. 12 kip Determine the normal stress developed at point A and B. Neglect the…

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Q: Draw the normal stress distribution in the most stressed section for the beam whose loading…

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Q: Using method of consistent deformation, determine the vertical reaction at C (in kN). Indicate only…

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Q: his state of stress. (b) Determine the principal stresses (σp1>σp2) and the maximum in-plane shear…

A: σx=17ksiσy=-11ksiτxy=-17ksiRadius of the…

Q: inclined at 30° to the known directions of the Q.10 In a stressed member , *0 zetio u = 0.3.…

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Q: 60 mm 30 mm y 40 N•m (a) 00.02 mm 40 N.m 30 mm y 5 mm 10 mm 10 mm (b)

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Q: Determine the average normal stress in each of the 20-mm-diameter bars of the truss. Set P=40 kN. P…

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Q: A concentrated load (P) is applied on the center upper rectangular solid column. The weight density…

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Q: A cantilever beam along with its cross-section is shown in the figure below. 1) Determine the state…

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Q: Rigid bar ABC supports a weight of W = 171 kN. Bar ABC is pinned at A and supported at B by rod (1),…

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Q: The uniform beam is supported by two rods AB and CD that have cross-sectional areas of 12 mm² and 18…

A: Using equilibrium and compatibility condition

Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stresses…

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Q: The stresses at a point are measured as shown. Using Mohr's circle determine the stresses with…

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Q: Figure 1 25 in. 2.5 in B 25 In the figure shown, the allowable normal stress is 5.5 ksi, allowable…

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Q: The force P is applied at d = 50 mm from the bottom as shown. Compute the normal stress at section…

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Q: 3.11 At the point P rotated axes Pxx,x, are related to the axes Px,x,x3 by the transformation matrix…

A: aij=13a1-31+31+3b1-31-31+3c is a transformation matrix , it must be an orthogonal matrix.  Thus, we…

Q: In figure shown, the allowable normal stress is 3.5 ksi, allowable shear stress is 1.1 ksi. Ift= 1.9…

A: Given:- σ=3.5 ksiτ=1.1 ksit=1.9 inb=3.8 in

Q: 5) Bars CE and DE in the truss have a cross-sectional area A = 25 cm?. Find the normal stress in…

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Q: Using method of consistent deformation, determine the vertical reaction at C (in kN). Indicate only…

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Q: The member's cross-sectional area is square with each side having length 4.5 in. 0 = 37°. a %3D 10…

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Q: What is the normal stress on the oblique plane due to the load P? 155 kip 7 in P = a = b = 4 in a =…

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