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ven ifonly the nal answer is shown wit out the Procedure Using Wor ethod: You have to show the entire procedure. No marks are 1 tua (8 Marks) (Q2_6) Find the horizontal deflection at the node where Pi is applied. (Q2_7) Find the vertical deflection at the node where Ps is applied. (Q2 8) Find the member with the largest axial compressive force and design a SHS for that member. Use a factor of safety in buckling of SF 2.0 and a (8 Marks) factor of safety in yield of SFr-1.5. Use k-1.0 for the buckling design. 5 Marks)

engineering   Civil-Engineering   
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T. GoMeMber forco. (kN) 0.08 ICJ b.28(c) 0.411 (c) 0.6 (T) 6.318 C AD V6: 0.SKN (か C.D D e F-G At yoint A HT 0.358 (1) pH 0.602. CD dnilas Joints k sedn AB o 3S () 06 CT) 0.849 (T) 0.8 T) CD PO GH H10.3 CT) AF BF o.498 (T) C) DH 417 (T) О.STS (c) DT

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