t Diagram in the shear diag
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- B Lsm +sm+sm-sm- Ax- Ra Rc- Ro= Hinge 90 kN/m 5m kN Ay KN kN kN Hinge -5m-5m KNDetermine 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 SIClassify 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
- 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 XIntegrate the following: ,S (xª – 5x³ + 6) dx - 1. 6. su(1 – dx 2.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 •..