The rectangular plate shown in the figure below has the given loads uniformly distributed over the...
Case No.13. A bracket is welded to the vertical plate by means of two fillet welds as shown in Fig. below. Determine the size of the welds, if the permissible shear stress is limited to 70 N/mm2 50 kN 300 -x 400 X- Case No.13. A bracket is welded to the vertical plate by means of two fillet welds as shown in Fig. below. Determine the size of the welds, if the permissible shear stress is limited to 70 N/mm2...
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 -...
20 A concrete column with hollow circular cross section is under external loads as shown in Figure 1. Horizontal distributed load is defined by w=1/8*x’ function and its value reaches to 8 kN at the top of the column. Also, 50 kN vertical load is applied from the top of the column and its application point is 400 mm away from the centroid of the column as shown in the figure. Concrete column has hollow circular cross section and outer...
Will rate for Correct answer, please show full work The rectangular plate is deformed into the shape shown by the dashed lines. The plate is made of a material whose stress-strain diagram is given below. a) Calculate the normal strain of diagonal AC. b) Calculate the shear strain at corner A. c) What stress is needed to cause the strain calculated at A? d) After all stress is removed from the plate, what is the permanent strain at corner A?...
2. Given the shaft specifications and gear diameters, determine largest allowable force P2. gear A diameter-300 mm gear C diamter 400 mm alow60 MPa dshaft44 mm 80 mm 25O mm 250 1. Set P1 1 kN 2. Find torque between A and C 3. Calculate shear stress 4. Find maximum moment about y-axis (fbd of x-z plane) 5. Find maximum moment about z-axis (fbd of y-z plane) 6. Find resultant moment 7. Calculate normal stress for resultant bending moment 8....
A load of 80 Kn is applied to a steel bar system as shown. Determine the shear stress applied to plate D and the normal effort that the C-bar supports 400 mm Placa D 80 kN. 30 mm 70 mm 600 mm
Problem 3. (20 pts) Three loads are applied to the short rectangular post shown. The cross-sectional dimensions of the post are also shown. [P, = 95 kN, P, = 185 kN, and P.-75 kN, a-140 mm, b-70 mm, c-65 mm, L,-50 mm, L.-30 mm. LI 30min 160mm Pz Px a) Determine the moment Mx that is needed for calculation of stress at point K b) Determine the moment M2 that is needed for calculation of stress at point K. c)...
A cantilever beam supports the loads shown. The cross-sectional dimensions of the shape are also shown. Assume mm, by - 85 mm, 5 mm, 9 mm. Determine - 0.5 m, P. - 4.0 kN, Pg - 7.5 kN, Pe-2.0 kN, -85 (a) the maximum vertical shear stress. (b) the maximum compression bending stress. (c) the maximum tension bending stress. See the coordinate system for the beam in the problem figure with the origin of the x axis at the feed...
Problem 4: The frame with cross-section given supports the distributed load as shown. Answer the following: A. Support reactions at A and the force in member BC B. Find the Shear and moment equations for AD section [V(x) and M(x)] and plot the shear and moment diagrams. C. State of stress at D D. State of stress at E 4 kN/m D 20 mm 60 mm 20 mm BA E 5 m 50 mm |-1.5 m -1.5 m --- 3...
Determine the volumes in mm of the solids generated by revolving triangular plate ABC (shown) one revolution about the following axes. 250 mm С 300 mm 200 mm 750 mm (a) the x-axis 3 mm (b) the y-axis mm3 Determine the surface area in in- and the volume in in of the body of revolution obtained by revolving the blue square one revolution about the a-a-axis. 76 2.2 in in 2 V- in