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A column is subjected to eccentric forces of P and 2P as shown in figure 5a. Calculate the maximum normal stress developed on the cross section of the column if P 60kN. (a) [10 marks] 2P 15 mm 1...
A rectangular beam is subjected to the loadings shown in Figure Q.16(a) has cross section of...
A rectangular beam is subjected to the loadings shown in Figure Q.16(a) has cross section of 100 mm x 300 mm as shown in Figure Q.16(b). An axial load of 5 kN is applied along the centroid of the cross-section at one end of the beam. Compute the normal stress and shear stress at point P through the cut-section of P in the beam. [15 marks] у 10 kN/m P Ž 5 KN --- 00 P k 3 m -...
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...
Only information given e QUESTION 4 The T-section short column shown in Figure 4 carries an eccentric load P of 100 kN at the position indicated. Determine: (13 The stress induced at the location of...
Only information given
e QUESTION 4 The T-section short column shown in Figure 4 carries an eccentric load P of 100 kN at the position indicated. Determine: (13 The stress induced at the location of the load P; 4.1 4.2 The stress induced at location A, and; 4.3 The position of the neutral axis. 100 mm E X 40 mm Figure 2. T-Section short column.
e QUESTION 4 The T-section short column shown in Figure 4 carries an eccentric load...
Question 3 4 Marks) A rectangular column shown below is subjected to an eccentric compressive force....
Question 3 4 Marks) A rectangular column shown below is subjected to an eccentric compressive force. Determine the maximum eccentricity that would ensure no tensile stress in the column. 200 mm Question 4 4 Marks): For the following end conditions, calculate the critical buckling load for a 3m long rectangular column (200mm x 300mm). Assume Modulus of Elasticity of 28,000 MPa. a) Pin-Fixed b) Fixed-Free
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
A 2-Dimensional column is subjected to two forces as shown. Sketch the normal stress distribution acting...
A 2-Dimensional column is subjected to two forces as shown. Sketch the normal stress distribution acting over section a-a if the member has a rectangular cross section of width 12 in and thickness 6 in. 2ok -a ITITIIr77 PLAN Visw
Thank you so much. Question 6: (10 marks) Determine the maximum eccentric load P the strut...
Thank you so much.
Question 6: (10 marks) Determine the maximum eccentric load P the strut can support without causing it either to buckle or yield. Also, determine the maximum stress in the strut. The ends of the strut are pin connected. E-73.1 GPa; ƠY-414 MPa. 100 mm 150 mm 150 mm L-a 3 m 50 mm 100 mm Section a a
4kN 150 mm 2kN Problem 1, subjected to two concentrated forces and has a as shown in the figures The cantilever beam, (fixed at A)s 0 mm30 mm -30 mm (a) Determine the maximum shear stress on the...
4kN 150 mm 2kN Problem 1, subjected to two concentrated forces and has a as shown in the figures The cantilever beam, (fixed at A)s 0 mm30 mm -30 mm (a) Determine the maximum shear stress on the section (b) Determine the maximum bending stress in compression and in tension (c) If the allowable bending stress (for tension and compression) is ơao.-6 MPa, calculate the new minimum required section modulus.
4kN 150 mm 2kN Problem 1, subjected to two concentrated...
Question 4: Using the Working Stress Method, design a cross-section subjected to eccentric tension. Given data:...
Question 4: Using the Working Stress Method, design a cross-section subjected to eccentric tension. Given data: t = 700 mm, b=300mm, P=. 750 kN, M=685 kN.m, fa = 30 N/mm² and fy = 360 N/mm². Draw to scale 1:10 the details of reinforcement.
A beam whose cross-section is shown in the figure is subjected to a bending moment M...
A beam whose cross-section is shown in the figure is subjected to a bending moment M inclined at 0 = 70° from the z axis. a) Locate the orientation of the neutral axis B and draw this axis on the figure b) Calculate the maximum flexural tensile stress Omax,T and the maximum flexural compressive stress Omax.c in the beam and indicate at which points in the section these occur. M= 2 Nm D e Z 20 mm A B 60...
A rectangular beam is subjected to the loadings shown in Figure Q.16(a) has cross section of 100 mm x 300 mm as shown in Figure Q.16(b). An axial load of 5 kN is applied along the centroid of the cross-section at one end of the beam. Compute the normal stress and shear stress at point P through the cut-section of P in the beam. [15 marks] у 10 kN/m P Ž 5 KN --- 00 P k 3 m -...
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...
Only information given
e QUESTION 4 The T-section short column shown in Figure 4 carries an eccentric load P of 100 kN at the position indicated. Determine: (13 The stress induced at the location of the load P; 4.1 4.2 The stress induced at location A, and; 4.3 The position of the neutral axis. 100 mm E X 40 mm Figure 2. T-Section short column.
e QUESTION 4 The T-section short column shown in Figure 4 carries an eccentric load...
Question 3 4 Marks) A rectangular column shown below is subjected to an eccentric compressive force. Determine the maximum eccentricity that would ensure no tensile stress in the column. 200 mm Question 4 4 Marks): For the following end conditions, calculate the critical buckling load for a 3m long rectangular column (200mm x 300mm). Assume Modulus of Elasticity of 28,000 MPa. a) Pin-Fixed b) Fixed-Free
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
A 2-Dimensional column is subjected to two forces as shown. Sketch the normal stress distribution acting over section a-a if the member has a rectangular cross section of width 12 in and thickness 6 in. 2ok -a ITITIIr77 PLAN Visw
Thank you so much.
Question 6: (10 marks) Determine the maximum eccentric load P the strut can support without causing it either to buckle or yield. Also, determine the maximum stress in the strut. The ends of the strut are pin connected. E-73.1 GPa; ƠY-414 MPa. 100 mm 150 mm 150 mm L-a 3 m 50 mm 100 mm Section a a
4kN 150 mm 2kN Problem 1, subjected to two concentrated forces and has a as shown in the figures The cantilever beam, (fixed at A)s 0 mm30 mm -30 mm (a) Determine the maximum shear stress on the section (b) Determine the maximum bending stress in compression and in tension (c) If the allowable bending stress (for tension and compression) is ơao.-6 MPa, calculate the new minimum required section modulus.
4kN 150 mm 2kN Problem 1, subjected to two concentrated...
Question 4: Using the Working Stress Method, design a cross-section subjected to eccentric tension. Given data: t = 700 mm, b=300mm, P=. 750 kN, M=685 kN.m, fa = 30 N/mm² and fy = 360 N/mm². Draw to scale 1:10 the details of reinforcement.
A beam whose cross-section is shown in the figure is subjected to a bending moment M inclined at 0 = 70° from the z axis. a) Locate the orientation of the neutral axis B and draw this axis on the figure b) Calculate the maximum flexural tensile stress Omax,T and the maximum flexural compressive stress Omax.c in the beam and indicate at which points in the section these occur. M= 2 Nm D e Z 20 mm A B 60...
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