Question

4. Approximate Analysis 4.1 Vertical load h2 G H hi 1 7/17 1 2 7 Use approximate analysis foe vertical load and write down the results in table below Table 2 Verties id pre svaret Joint Morbe Normal Sheer Momen rend force force A AL where IF wl=14Kn/m C СО w2 = 12 kn/m D DH w3 = 13Kn/m ΕΑ E w4 = 10Kn/m FE L1 = 7m L2 = 5m FG L3=6m FI h1 = 3m h 2 = 3m FB F GP GH GU H HD F 1 1 ud

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Answer 1

Pa Wys to kN/m right and left hipport 0.14 from The in A -Note- In the opproximate analyric (with vertical the pointe of zero monents on hinges Axial force be Ligon > care alumed negligible ditene Dulce me O2 the 0.1L. 212 and on alume the feam beam to The fived with of bribility 3 H 6.210 Feg.

maust, la 20 eurple at the Zero il sol . member laus ing sinf ringle beam (Pg -2] om te zew at x=021L distone on the beam with at support co supported haud Prupport - The actual beam to have the durage flesilsta x= 0.21 to 2 - Now , obras te free body diagram of relearing the moments, wood 0.1L عمل ررررررررررر زرع refponte to knowtions of joints and required end А W Jonesom اله А foon RA Me

After the application of auumption, will hatre structure George and oth 0.) الت والی زما LOILI 0.), 0.1 0.18 OL المعارل 0.4 Wyly -0.4 wyly (wy) oyw (asi) Je 10.4.2ha 10:4wd own) 040zly motoy wats F B be Now the overhang part should analysed on

Pg-Y 0.404 0.14 =) RE = (012) xw, to you, 4 3) RE: 0.5 W,L Ez at fa - - ME + o. yw, L, X 0.1 Lit to talk to the W.XOL , X0:14 » Mia 0.045, di z 2 f > Now by releasing the joints a to E to I, the figure - will become by eubstitunting Rooson and во от top Moto.oys would ou, M-0045 wh RE TRE RE V RH 2 G (GH)
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