35°C Haze JPG to PD X ● Free Onlir X Bb 3. Final Exx Tb Take Test: X Bb Announce X Bb 13564393 x Bb 13749085 x Bb 139589

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35 C Haze Jpg To Pd X Free Onlir X Bb 3 Final Exx Tb Take Test X Bb Announce X Bb 13564393 X Bb 13749085 X Bb 139589 1 (334.13 KiB) Viewed 38 times

35°C Haze JPG to PD X ● Free Onlir X Bb 3. Final Exx Tb Take Test: X Bb Announce X Bb 13564393 x Bb 13749085 x Bb 13958995 X Bb 14137561 X CIVL2007 X o https://vuws.westernsydney.edu.au/webap ... &step=null Remaining Time: 1 hour, 43 minutes, 45 seconds. * Question Completion Status: QUESTION 3 Question 3 (20 marks) A statically indeterminate beam shown in Figure 3 is subjected to distributed live load of w kN/m. Set w = 15 kN/m. Consider A is a fixed support, B and C are roller supports. Support B is settled by 10 mm under the load. Take, modulus of elasticity, E = 200,000 MPa, second moment of area, I = 300 x 106 mm4 and L=8 m. (a) Identify the degree of indeterminacy; (2 marks) (b) (C) Develop compatibility condition for redundant force By by using Force Method; (2 marks) Determine the displacement (e) and flexibility coefficient (fBв) using method of virtual work (graphical method); (6 marks) (d) Find the value of the redundant force By. (6 marks) (e) Find the vertical reaction at A (Ay) and at C (Cy). (4 marks) W A B L L CIALIFA 2 Click Save and Submit to save and submit. Click Save All Answers to save all answers. ▬▬ +500 Bb Main N