6 kN/m2 kN/mtem t 3m +20 mg20 m00 mm20 a-100 mmThe beam with the given cross-section is loaded as shown. Determine the following:1. Support reactions2. Shear diagram including values of shear at every change of load points. Use area method.3. Maximum shear4. Moment diagram including values of moments at every change of the shear diagram.5. Maximum moment and its location.6. Centroid with respect to the axis coinciding the base of the cross section7. Moment of inertia of the cross section with respect to the centroidal x-axis8. Maximum tensile and compressive flexural stresses.9. Maximum shear stress.10. Flexural stress at a section 3m from the left end.11. Shear stress at a section 3m from the left end.12. Deflection of the beam at 1m from the left end.13. Slope of the elastic curve at 1m from the left end.

6 kN/m 2 kN/m tem t 3m + +60 mt 20 ma 20 mm l00 ma 20 -100 mm The beam with the given cross-section is loaded as shown. Determine the following: 1. Support reactions 2. Shear diagram including values of shear at every change of load points. Use area method. 3. Maximum shear ar diagram. 4. Moment diagram including values of moments at every change 5. Maximum moment and its location.

6 kN/m 2 kN/m tem t 3m + +60 mt 20 ma 20 mm l00 ma 20 -100 mm The beam with the given cross-section is loaded as shown. Determine the following: 1. Support reactions 2. Shear diagram including values of shear at every change of load points. Use area method. 3. Maximum shear ar diagram. 4. Moment diagram including values of moments at every change 5. Maximum moment and its location.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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