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Q5. The masonry pier is subjected to the 800-kN load. If x=0.25m and y=0.5m determine the...
The masonry pier is subjected to the 800-kN load. If x=0.25m and y=0.5m determine the normal...
The masonry pier is subjected to the 800-kN load. If x=0.25m and y=0.5m determine the normal stress at each corner A, B, C, D (not shown) and plot the stress distribution over the cross section. Neglect the weight of the pier. 800 KN 11.5 m 1.50 2.25 m 2.25 m B
The masonry pier is subjected to the 800-kN load. If x=0.25m and y=0.5m determine the normal...
The masonry pier is subjected to the 800-kN load. If x=0.25m and y=0.5m determine the normal stress at each corner A, B, C, D (not shown) and plot the stress distribution over the cross section. Neglect the weight of the pier. 800 KN 11.5 m 1.50 2.25 m 2.25 m B
The beam having a cross-section as shown is subjected to the distributed load w (1) Calculate...
The beam having a cross-section as shown is subjected to the distributed load w (1) Calculate the moment of inertia, I (2) If the allowable maximum normal stress ơmax-20 MPa, determine the largest distributed load 5. w. (3) If w 1.5 kN/m, determine the maximum bending stress in the beam. Sketch the stress distribution acting over the cross-section. 100 mm 50mm 120 mm 3 m50 mm 3 m
With a U cross section, is subjected to uniformly distributed force 11 kN/m and a concentrated load of 12 kN as shown
With a U cross section, is subjected to uniformly distributed force 11 kN/m and a concentrated load of 12 kN as shown. (a) the reaction at supports A and B, (b) sketch the shear diagram and the moment diagram, (c) determine the location of neutral axis of the cross section and calculate its area moment of inertia about the neutral axis, and (d) determine absolute maximum bending stress and (e) absolute maximum transverse shear stress.
Consider a rectangular beam subjected to bending 15 kN 10 kN/m 20 kNm IITTI 0.15 m...
Consider a rectangular beam subjected to bending 15 kN 10 kN/m 20 kNm IITTI 0.15 m SIA 0.4 m 2m- Im- 1m 2m- Beam's cross-section a. (10 pts) Determine internal reaction (shear and bending moment) at point located 0.6 m to the left of B. b. (30 pts) Determine normal stress at that point A. Identify whether stress is tensile or compressive c. (30 pts) Determine shear stress at that point A. Identify whether stress is tensile or compressive. d....
A circular column segment, shown in Figure 2, is subjected to a concentric 1,000 kN compression...
A circular column segment, shown in Figure 2, is subjected to a concentric 1,000 kN compression force, and 100 kNm torsional forces. For this column segment: a Calculate the normal stress at point A, due to the axial load b) Calculate the shear stress at point A, due to the applied torque c Determine the major and minor principal stresses, the maximum shear stress, and the angle to the principal axes at point A. d) Draw a diagram illustrating the...
Q5. The cantilever beam, AC, is subjected to the load case shown in Figure 5. For the loading shown, do the following: [10 Marks] a) Calculate the magnitude and direction of the reactions at A b) Usi...
Q5. The cantilever beam, AC, is subjected to the load case shown in Figure 5. For the loading shown, do the following: [10 Marks] a) Calculate the magnitude and direction of the reactions at A b) Using the Macaulay function, determine the displacement in y of the point B of the beam (x 2.4 m from the support at A) [10 Marks] c) Determine the slope at B. [5 Marks] The beam has a Young's modulus of E-200 GPa and...
A simple beam with span length L = 2m is subjected to a uniform load intensity...
A simple beam with span length L = 2m is subjected to a uniform load intensity of q = 60 kN/m. The beam has a rectangular cross section with width b = 50 mm and height h = 150 m Determine the normal stress at point C (Mpa) with c = 500 mm and d = 25 mm.
If the beam is subjected to a moment of M = 100 kn-m, determine the bending stress at points A, B, and C.
If the beam is subjected to a moment of M = 100 kn-m, determine the bending stress at points A, B, and C. Sketch the bending stress distribution on the cross Section. If the beam is made of a material having an allowable tensile and compressive stress of σallow(T) = 125 MPa and σallow(C) = 150 MPa, respectively, determine the maximum moment M that can be applied to the beam.
EMS If the 600-kN force acts through the centroid of FI-10 the cross section, determine the...
EMS If the 600-kN force acts through the centroid of FI-10 the cross section, determine the location y of the centroid and the average normal stress on the cross section. Also, sketch the normal stress distribution over the cross section. 600 kN 300 mm 80 mm 60 mm 60 mmy 80 mm Prob. F1-10
The masonry pier is subjected to the 800-kN load. If x=0.25m and y=0.5m determine the normal stress at each corner A, B, C, D (not shown) and plot the stress distribution over the cross section. Neglect the weight of the pier. 800 KN 11.5 m 1.50 2.25 m 2.25 m B
The masonry pier is subjected to the 800-kN load. If x=0.25m and y=0.5m determine the normal stress at each corner A, B, C, D (not shown) and plot the stress distribution over the cross section. Neglect the weight of the pier. 800 KN 11.5 m 1.50 2.25 m 2.25 m B
The beam having a cross-section as shown is subjected to the distributed load w (1) Calculate the moment of inertia, I (2) If the allowable maximum normal stress ơmax-20 MPa, determine the largest distributed load 5. w. (3) If w 1.5 kN/m, determine the maximum bending stress in the beam. Sketch the stress distribution acting over the cross-section. 100 mm 50mm 120 mm 3 m50 mm 3 m
Consider a rectangular beam subjected to bending 15 kN 10 kN/m 20 kNm IITTI 0.15 m SIA 0.4 m 2m- Im- 1m 2m- Beam's cross-section a. (10 pts) Determine internal reaction (shear and bending moment) at point located 0.6 m to the left of B. b. (30 pts) Determine normal stress at that point A. Identify whether stress is tensile or compressive c. (30 pts) Determine shear stress at that point A. Identify whether stress is tensile or compressive. d....
A circular column segment, shown in Figure 2, is subjected to a concentric 1,000 kN compression force, and 100 kNm torsional forces. For this column segment: a Calculate the normal stress at point A, due to the axial load b) Calculate the shear stress at point A, due to the applied torque c Determine the major and minor principal stresses, the maximum shear stress, and the angle to the principal axes at point A. d) Draw a diagram illustrating the...
Q5. The cantilever beam, AC, is subjected to the load case shown in Figure 5. For the loading shown, do the following: [10 Marks] a) Calculate the magnitude and direction of the reactions at A b) Using the Macaulay function, determine the displacement in y of the point B of the beam (x 2.4 m from the support at A) [10 Marks] c) Determine the slope at B. [5 Marks] The beam has a Young's modulus of E-200 GPa and...
A simple beam with span length L = 2m is subjected to a uniform load intensity of q = 60 kN/m. The beam has a rectangular cross section with width b = 50 mm and height h = 150 m Determine the normal stress at point C (Mpa) with c = 500 mm and d = 25 mm.
EMS If the 600-kN force acts through the centroid of FI-10 the cross section, determine the location y of the centroid and the average normal stress on the cross section. Also, sketch the normal stress distribution over the cross section. 600 kN 300 mm 80 mm 60 mm 60 mmy 80 mm Prob. F1-10
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