Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- SHOW SOLUTION AND ILLUSTRATIONarrow_forwardThe pin-jointed frame in the figure below has members of cross-sectional area A=1200mm² and young modulus of elasticity of 200.5 GPa. If a vertical concentrated load of 1200KN (downward) and horizontal force of 800KN (to the right) are applied at Point D. Determine: a. The vertical displacement at D in mm. b. The horizontal displacement at D in mm. c. The stress of AD due to actual loads in kN. d. The stress of AB due to horizontal unit load. e. The stress of BD due to vertical unit load. 4m B 3m C 3m F Earrow_forwardAccording to σgüv= 700N/cm2 and tgüv = 100 N/cm2 in the material of the output beam given the loading condition, cross-section and dimensions in the figure; a) Find the largest Q-spread load that can be safely transported. b) Draw a diagram of shear stress in cross-section. (Note: for all odd values, two digits will be taken after the point.)arrow_forward
- 1. A simply supported beam with rectangular cross-section is loaded as shown in the figure. Draw the shear and bending moment diagrams and determine the maximum normal stress due to bending. |15 kN 6 kN/m E A В D 120 mm 0.8 m 2 marrow_forwardQuestion 5) The horizantal cantilever rigid beam AB has no mass and it is supported by an elastic rod at point C. The modulus of elasticity of the BC rod is E=200 GPa with cross-sectional area of 4=200 mm'. Calculate the magnitude of the distributed load q acting on the system so that the BC rod can be elongated by 2 mm. FEA 3m rigid B A 2m 1.5marrow_forwardA thin beam with a solid rectangular cross-section is loaded as shown in Figure Q7 below. W W L/3 L/3 L/3 Figure Q7 What is the ratio of the maximum to nominal shear stress for the beam described in Question 7? O a. 3:2 O b. 1:4 Ос. 3:1 O d.2:1 O e. 1:2 O f. None of the provided answers are correct. O 8. 1:1arrow_forward
- working stress methodarrow_forwardQ1: A simply supported beam and its cross section are shown in Figure. The beam carries a load of (10 kN) as shown. Its self-weight is (3.5 kN/m). Calculate the maximum bending stress at X- X. 3.5 kN/m 1.2 m B 1 10 kN 1.2 m 1.2 m 3.6 m 100 T 150 mm Hole T 300 200 200 --arrow_forwardA simply supported steel beam is loaded with a uniformly distributed load and a torque. The beam has a U-shaped cross section, as shown. Determine the maximum normal compressive and tensile stresses caused by the acting loads. Express your answer in kgf/cm2 and in MPa.arrow_forward
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