Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- I. For the frame shown (AN 15), the force F acting upward at C causes a horizontal reaction of 100 kN at C. Which of the following most nearly gives 1) The value of the force F in kN, 2) gives the reaction at A in kN, 3) the angle in degrees that the reaction at A makes with the horizontal axis (positive counterclockwise). 5 m Figure AN-15arrow_forwardFind the location and the intensity of the maximum negative moment from the left end of the beam shown.arrow_forwardCalculatea) the reactions of each beamb) the shear and moment diagrams of both beamsarrow_forward
- The simple beam 120mm x 420 mm cross section has E= 9.50 GPA Determme the vertical movement of point Barrow_forward2/52 The masthead fitting supports the two forces shown. Determine the magnitude of T which will cause no bending of the mast (zero moment) at point O. 90 120 mm mm C 60 mm 2 5 30° 5 kN Tarrow_forwardPROBLEM 2.29 The guy wire BD exerts on the telephone pole AC a force P directed along BD. Knowing that P must have a 720-N component perpendicular to the pole AC, determine (a) the magnitude of the force P, (b) its component along line AC. 7 m 2.4 marrow_forward
- 3) Solve for the support reactions of the beam shown below using MDM. Assume beam is prismatic and homogeneous. Draw the shear and moment diagram A -2.5m 5kN 7 -2.5m B 8kN/m -4.5marrow_forward2- For the frame shown, determine the magnitude of the pin reaction at B. Neglect the weight of the frame. Engineering Mechanics 12 kN/m 10 00 2m 13m Lecturer Dr.Isrra Hasan Nayelarrow_forwardWhich section below has the larger negative moment capacity?arrow_forward
- The 18m long simply supported beam support the distributed load as shown in the image. Use the static equilibrium method to determine the shear and moment in each region of the beam.arrow_forward2/174 Calculate the moment Mo of the 250-N force about 30 the base point O of the robot. 20° 400 mm A 60% 250 N 500 mm B 300 mmarrow_forwardDetermine the deflection at midpoint between the supports A and B for the beam loaded as shown in Fig.(3) El is constant. A 2m 4 m Figure (3) 24kN/m AB 2marrow_forward
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