![wllls yu a pd- Frist Read<br>Q Tel e nat you want to do.<br>FR<br>Home<br>Crment<br>FASion<br>Maw<br>Pienect<br>Share<br>Connect<br>OrE Paga<br>Tr<br>OEt wth<br>a 162.67%<br>0<br>TI T<br>T disnatet<br>D Re attadment<br>Retare Left<br>DPnok ma tmage Annatarin<br>Hand saet<br>Actual<br>Rafos<br>Fofrs<br>Typeotter Hanight<br>atane ght<br>DAude & veko<br>Sbe<br>Tack<br>eart<br>A rigid bar with negliible mass is pinned at O and attached to vertical rods.<br>Assuming that the rods were initially stresses-free, what maximum load P can be<br>applied without exceeding stresses of 150 MPa in the steel road and 70 MPa in the<br>bronze rod.<br>Q2:<br>[5 Markes]<br>2 m<br>1.5 m<br>1.5 m<br>Steel<br>A = 900 mm<br>E = 200 GPa<br>Bronze<br>A = 300 mm<br>E = 83 GPa<br>L= 2 m<br>L= 1.5 m<br>I ret google.comis sharing your scrsen<br>Stop srarng<br>Hce<br>162.67% -0<br>EN A 0 B<br>](https://s3.us-east-1.amazonaws.com/storage.unifolks.com/qimg-008/008_fsnbzz0-shsamoxn.jpeg)
Extracted text: wllls yu a pd- Frist Read Q Tel e nat you want to do. FR Home Crment FASion Maw Pienect Share Connect OrE Paga Tr OEt wth a 162.67% 0 TI T T disnatet D Re attadment Retare Left DPnok ma tmage Annatarin Hand saet Actual Rafos Fofrs Typeotter Hanight atane ght DAude & veko Sbe Tack eart A rigid bar with negliible mass is pinned at O and attached to vertical rods. Assuming that the rods were initially stresses-free, what maximum load P can be applied without exceeding stresses of 150 MPa in the steel road and 70 MPa in the bronze rod. Q2: [5 Markes] 2 m 1.5 m 1.5 m Steel A = 900 mm E = 200 GPa Bronze A = 300 mm E = 83 GPa L= 2 m L= 1.5 m I ret google.comis sharing your scrsen Stop srarng Hce 162.67% -0 EN A 0 B