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- 4 Determine the design angle 8 for connecting mem- ber A to the plate if the resultant force is to be directed vertically upward. Also, what is the magnitude of the re- sultant? F₁ = 500 N -00 00 y ooo B FB = 400 N XClassify the structure as statically determinate (Write SD), statically indeterminate (Write only the degree of indeterminacy, i.e. if Sl in 2 degree, only write 2) or unstable (Write U). Blank 1 ... D pin roller B roller C pinClassify the structure as statically determinate (Write SD), statically indeterminate (Write only the degree of indeterminacy, i.e. if SI in 2 degree, only write 2) or unstable (Write U). Blank 1 ... B roller pin fixed
- -55./Draw the influence line for the force in member CJ. then compute the maximum live force (tension or compression) that can be developed in this member due to a uniform live load of 3 kN/m which is transmitted to the *6-60. E DE of th force (te- member truss along the bottom cord. transmiPb- DCS.The connection consists of a plate connected to another plate by five 25-mm diameter rivets. It carries a load P = 80 kN. %3D Determine the shear stress on the bolt due to the effect of force alone? Determine the maximum shear stress on the bolt due to the effect of moment alone? Determine the maximum shear stress on the bolt? 80kN 200mm 80mm 80mm 120mm
- tab Gate AB in Figure below is semi-circular, hinged at B, and held by a horizontal force F2, at point A. What horizontal force F2 is required at point A for equilibrium? A- Ta IT 3- 14.14 V caps %3D %3D 2. Y = Ya 43) -1,27 37T 31T 2.5m 55 Waker F2 alm 3 m Ixc= a"(9n²- 64) 3"(Ap?-64) 72TT = 8,89 Side view 72T1 heg= Oh-CG 5.5-1.27 = 4,23 10 IxC e = 8,89 F= 10.(9.8 1) -(4.23) · (14,14) = 586,757.69 heg A 4,23 (14.149 NY86 Am-cG-e 1,27-. 1496=1.12 = arm+ FR ,12+586,757,68 3. = 195586,26 NIdentify all the zero-force members in the truss shown. В C D E Select the correct response(s): O BC CD O BD O AB O AD O DE Type here to search 29°C Rains 近 O O O ODetermine the moment of the forces acting on the structure about point A. THIS IS AN EXAM. DO 90N DUPLICATE OR SI THIS IS AN EXAM. DONDUPLICATE OR SI THIS IS AN EXAM OR SI 50°OT DUPLICATE DUPI DO NOT DUPLI 2ON OR SH DO NOT B THIS IS AN EXAME DO NOT THIS IS A 0.7mm THIS IS AN EXAMA + THIS IS AN E EX 0.5m [CATE OR SH RICATE OR SI THIS IS AN THIS IS AN EXAM. UPLICATE OR SI ´HIS IS AN EXAM." DOI.OMT DUPLICATE OR SI
- E CH2- Resultant paf - Adobe Acrobat Pro Estended Fle Edit View Document Comments Forms Tools Advanced Windew Help 2/87 If the resultant of the two forces and couple M passes through point O, determine M. 150 mm 60° mm 30 M, = M-400x 0.15cos30-320x0.3 0 M = 148 Nm CCW 320 N 160 400 N mm Example : Replace the three forces acting on the bent beam by a single equivalent force R. Specify the distance x from the point O in which the line of action of R passes. 200 N 160 N ahid hamoodi •..H.W6: 1- discuss the stability and determinacy of the following structure 2- Draw N, V and M diagrams for part BCD A 2m F water 4m G 2m B water HCI E 2m 2m + 2m 12m2r 2m D 4mb) Three lona wires, Ctwo bronze and one steel) are equal in lanate and fuppert afe 6715KN at and support mneete rigiel bar o7 iskN ef Comnectedt their bottoms: IF the cross seetion ealeulate a' esch wire is120mm2, of area the stresses in each wire and also the strains in each wire Take F=loukH/mm", Esz200KHlmm²