Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- The internal shear force V at a certain section of a steel beam is 79 kips. If the beam has the cross section shown (assume a = 2.1 in., b₁ = 3.5 in., b₂ = 7.6 in., tw = tf = 0.6 in., d = 11.6 in.), determine: (a) the value of Q associated with point H, which is located 2.1 in. below the top surface of the flanged shape. (b) the maximum horizontal shear stress Tmax in the flanged shape. a H darrow_forwardIf M, = 285 kip-ft, find the magnitude of the bending stress at a point H For the beam cross section, assume a = 9 in. b= 12 in. d= 31 in r= 45 in. The centroid of the cross section is located 14.16 in. below the uppermost surface of the beam. The moment of inertia about the z axis is 26227 in 4arrow_forward6-50 The beam is subjected to a moment of M = 40 kN. m. Determine the bending stress acting at points A and B. Sketch the results on a volume element acting at each of these points. 50 mm B 50 mm 50 mm 50 mm 50 mm 50 mm Prob. 6-50 M = 40 kN·marrow_forward
- A pin-jointed 2-D truss is loaded with a vertical load of 10 kN as shown in figure. The crosssectional area of the horizontal member is 150 mm² and cross-section areas of the members AC and BC are 200 mm² each. Modulus of elasticity of the truss material is 200 kN/mm². The magnitude of horizontal displacement (in mm, round off to two decimal places) of joint Cis A -6m 10 KN 5 m 4.5 marrow_forwardThe internal shear force V at a certain section of a steel beam is 80 kN, and the moment of inertia is 64,867,500 mm4. Determine the horizontal shear stress at point H, which is located L = 17 mm below the centroid. 58.9 MPa 42.7 MPa 39.6 MPa 35.2 MPa 31.2 MPaarrow_forward
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