0 ← 35°C Haze JPG to PD X Take Test: X nb Announc X Bb 13564393 x Bb 13749005 x Bb 13958995 x Bb 14137561 x CML2007 X Fr

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0 35 C Haze Jpg To Pd X Take Test X Nb Announc X Bb 13564393 X Bb 13749005 X Bb 13958995 X Bb 14137561 X Cml2007 X Fr 1 (261.31 KiB) Viewed 30 times

0 ← 35°C Haze JPG to PD X Take Test: X nb Announc X Bb 13564393 x Bb 13749005 x Bb 13958995 x Bb 14137561 x CML2007 X Free Onli X 3. Final E https://vuws.westernsydney.edu.au/webap ... &step=null o Remaining Time: 1 hour, 43 minutes, 28 seconds. * Question Completion Status: Question 5 (20 marks) The 410 UB 53.7 compression member of Grade 300 steel as shown in Table 5 and Figure 5, is simply (pin) supported about both principal axes at each end. The column has a central brace which prevents lateral deflections in the minor principal plane. Given, Lex= 10.0 m, and Lay= 5.0 m. The column is subjected to following axial loads: Dead load, G = 140 KN Live load, Q = 190 KN Check the adequacy of the compression member for the design axial compressive load. Table 5 Dimensions and Properties of 410 UB 53.7 403 mm 165 mm br 178 mm 38.6 Ty tr 10.9 mm 300 MPa [w 7.6 mm 320 MPa 6890 mm² Ag 440 MPa te tw d Click Save and Submit to save and submit. Click Save All Answers to save all answers. H yf Tyw fu 6 Bb Main Ex X $3 A" 2 Tute tỏ Y₂ 3 Tute Qx 8 E