Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Determine support raections at A and C. Draw the shear (V) and (M) diagram.
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- Problem 3 Classify each of the trusses below as statically determinate, statically indeterminate, or unstable. If indeterminate, specify the degree of indeterminacy. Hint: consider using the method of sections with a vertical section next to the vertical force P to explore if the trusses are unstable. nhinhnh (b) P (a) P P (c)arrow_forward1-59. The bars of the truss each have a cross-sectional area of 1.25 in?. If the maximum average normal stress in any bar is not to exceed 20 ksi, determine the maximum magnitude P of the loads that can be applied to the truss. B 3 ft A E D 4 ft 4 ft- 0.75 P P.arrow_forwardIf the allowable bearing stress for the material under the supports at A and B is ob = 810 psi, determine the maximum load Pmax that can be applied to the beam. The bearing plates each have square cross sections of 3 in. by 3 in. The reactions at the supports are vertical. Assume w = 550 lb/ft, a = 12 ft, and b = 6 ft. Answer: Pmax= i a b lbarrow_forward
- Determine the maximum compressive force developed in member BG of the side truss in Figure 1 due to the right side wheel loads of the car and trailer. Assume the loads are applied directly to the truss and move only to the right.arrow_forwardDetermine the maximum moment in the beam shownarrow_forwardDetermine the max distributed load on the T-beam, if the allowable shear stress is 7.50 MPa at the critical cross-section (where shear force is max along beam).indicate the location of the critical cross-section. point c is uselessarrow_forward
- 4. Select member FC and CB in the truss to carry the inclined force P. Set the allowable tensile stress at 150 MPa. F A C B 6 equal spaces at 6m = 36m 800 kN 3 E 9 m 9 marrow_forwardshow complete solutionarrow_forward2. All members of the truss A B C shown have a cross- sectional area of 500 mm? and all pins have a diameter of 20mm. Determine: 2 m (a) The axial stresses in members BC and DE F E D -2 m 2 m 2 m- (b) The shear stresses in the pin at A, assuming the pin is in double shear P = 21 kNarrow_forward
- Determine the force in member BE if the force on E is changed to 525kN. 24 kN 17 kN BY 0.8 m # E 8 kN D 7 kN Answer: 1.5 m -1.5 m- S OKN Tension ON Compressionarrow_forwardIf the applied load "P" causes the point C to be displaced downward by oc=2.8 mm, determine the normal strain in members AC and BC. The unloaded lengths are LAC-290 mm and LBC=340 mm. A The strain for link AC is The strain for link BC is 60° 45° C P SC Barrow_forward1.42 Link AB is to be made of a steel for which the ultimate normal stress is 65 ksi. Determine the cross-sectional area of AB for which the factor of safety will be 3.20. Assume that the link will be adequately reinforced around the pins at A and B. 600 lb/ft 35° OE B D 5 kips 1.4 ft 1.4 ft 1.4 ftarrow_forward
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