A beam with rectangular section is subjected to a force of P=3800 lb that has an...
The figure shown below is the cross section of a steel rectangular beam. The beam is subjected to transverse loading applied in the Y-direction. Mark the location on the cross section that experiences maximum normal stress. FE CIVIL PRACTICE EXAM The figure shown below is the cross section of a steel rectangular beam. The beam is subjected to 64. transverse loading applied in the Y-direction Mark the location on the cross section that experiences maximum normal stress SIDE VIEW CROSS...
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 -...
The cantilever beam shown is subjected to a concentrated load of P = 34500 lb. The cross-sectional dimensions and the moment of inertia of the W16x31 wide-flange shape are: d = 15.9 in. tw = 0.275 in. be= 5.53 in. tp = 0.440 in. 12 = 375 in 4 Compute the value of the shear stress at point K, located at yk = 2.4 in. above the centroidal axis. bi 11 y 1 K Ук | Ун H Answer: Shear...
The cantilever beam shown is subjected to a concentrated load of P = 46200 lb. The cross-sectional dimensions and the moment of inertia of the W16x40 wide-flange shape are: d = 16.0 in. tw = 0.305 in. bf = 7.00 in. tf = 0.505 in. Iz = 518 in.4 Compute the value of the shear stress at point K, located at yK = 2.4 in. above the centroidal axis. by P y T tw K Lyk Z d x Ун...
The flanged member shown below is subjected to an internal axial force of P = 6500 lb, an internal shear force of V = 4500 lb, and an internal bending moment of M = 19200 lb-ft, acting in the directions shown. d M Iw y HI a y Ilk thu The dimensions of the cross section are: bf = 8.0 in. tp = 0.61 in. d = 11.0 in. tw = 0.38 in. The cross-sectional area of the flanged shape...
A cantilever beam, with a rectangular cross section, is subjected to loads P, Q and R, as illustrated in the figure below. Given, P 100 kN, Q 15 kN and R 10 kN, determine the principal stresses and the maximum in-plane shearing stress at point B. Also, determine the planes on which the principal stresses act, and the planes on which the maximum in-plane shear stress acts. The vertical dimension (depth) of the beam is 120 mm. 40 mmA 2...
The beam has a rectangular cross section and is subjected to the loading shown. Determine the state of stress at point B. Take F1 420 lb, F2 530 lb (Figure 1) Part A Find ? Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive in case of tension ?,-1 Value Units Submit Request Answer Figure < 1of1 ? Part B Find ? Express your answer to three...
Assume a beam has the loading shown and a rectangular cross section. is at the center and G is at the bottom. Assume point E is at the top, F Cross Sectional View of plane cut at B 400 lb 4 in 500 lb 3 in 10 in. 15 it 1 5 in 1) The beam is cut along a face at B that is perpendicular to the X axis. What is the internal resistive shear force at this face?...
The timber beam shown has the cross section shown. The moment of inertia about the z axis is 1,184 in.4. If P = 6360 lb, determine the normal stress Oy acting at point H. 2 in. 3.25 in. H 8 in. 48 in 48 in. 36 in 2 in. 2 in OIN 2 in. -193 psi - 143 psi C-206 psi -222 psi -268 psi
The beam shown below has a rectangular cross-section and is subjected to the loading shown. Determine the stresses at point B caused by the applied loads 3) 425 lb 1 in 375 lb 10 in 1.5 in. 1.5 in