35°C Haze JPG to PD X Free Onlin X Bb 3. Final 3. Final Ex X Bb Take Test: X Announc X | Bb 13564393 X Bb 13749085 x Bb

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35 C Haze Jpg To Pd X Free Onlin X Bb 3 Final 3 Final Ex X Bb Take Test X Announc X Bb 13564393 X Bb 13749085 X Bb 1 (258.62 KiB) Viewed 33 times

35°C Haze JPG to PD X Free Onlin X Bb 3. Final 3. Final Ex X Bb Take Test: X Announc X | Bb 13564393 X Bb 13749085 x Bb 13958995 x X Bb 14137561 X CIVL2007 X C https://vuws.westernsydney.edu.au/webap ... &step=null Remaining Time: 1 hour, 43 minutes, 34 seconds. * Question Completion Status: A reinforced concrete beam of a storage building with the cross section as shown in Figure 4 is constructed from Grade 32 concrete (fe' = 32 MPa). The beam is simply supported with a span of 4 m. The beam is subjected to following uniformly distributed load: Dead load, G 13 kN/m (including self-weight), Live load, Q = 4 kN/m, The beam is reinforced with 3N20 bars. Obtain required material properties from AS3600. Determine: Depth of neutral axis, d, in mm; (a) (5 marks) (b) Short and long-term service load moment, Ms,s and Ms,L in kNm; (5 marks) (C) Effective moment of inertia, loff in mm¹; (5 marks) (d) Total deflection at the centre of the beam, ATotal in mm. (5 marks) 200 3N20 Click Save and Submit to save and submit. Click Save All Answers to save all answers. O +500 Bb Main Exx A PER 2_Tute