The triangular block shown in the figure is subjected to loads P = 1600 N and F = 600 kN. If AB = 8 cm. and BC = 6 cm. Resolve each load into components normal and tangental to AC. PN 0. 1600 10 P-1600 PT F=600 8. BI

PROBLEM No. 2 The rigid bar ABCD of negligible weight is initially horizontal, and the steel rods attached at A and C are stress-free. If a 20-kip load is applied, determine the vertical displacement in the bar at A and C that will cause a stress in the rod at C to be 50 ksi. Indicate the direction of movement. Use E = 29x106 psi for steel. (Provide FBD and movement diagram in your computation). A = 0.5 in.? 3 ft | A B D | 20 kips te 2 ft -→-- 2 ft -→l 4 ft 4 ft A = 0.75 in.²

The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; I = 1500 in.“]. For the loading shown, determine: (a) the beam deflection at point A. (b) the beam deflection at point B. Assume MA = 150 kip-ft, P = 26 kips, LAB = 6.1 ft, LBC = 9.2 ft. MA A LAB LBC

A portal frame shown in figure (not drawn to scalé) has a hinge support at joint P and a roller support at joint R. A point load of 50 kN is acting at joint R in the horizontal direction. The flexural rigidity. El, of each member is 106 kNm². Under the applied load, the horizontal displacement (in mm, round off to 1 decimal place) of joint R would be 5 m Q El El 10 m 50 kN

Identify the equation for the deflection at point C.

The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; / = 1990 in.“]. For the loading shown determine: (a) the beam deflection at point A. (b) the beam deflection at point B. Assume MA = 150 kip-ft, P = 30 kips, LAB = 4.9 ft, LBc = 7.4 ft. MA A B LAB LBC Answer: (a) VA = in. (b) VB = in.

Solve correctly please and ny hand solve

2. A rectangular beam with b = 250 mm and d = 460 mm is reinforced for tension only with 3-25 mm bars. The beam is simply supported over a span of 6 m and carries a uniform dead load of 0. 680 KN/m including its own weight. Use fy=276.50 MPa and fc'=20.70 MPa. The value of omega "w" is. O 0.171 O 0.128 O 0.085 0.212 0.294 O 0.337

02) The cantilever beam is subjected to the load shown Below. Determine 1. the actual stresses acting at point A. (Hint: Tmax = 1936x(0.5). 2. IfG =30 GPa find the angle of twist at the free end of beam. Y 10 kN 25 NA 120 mm 15 500 mm Good Luck and be Green

A rectangular steel block is 4 inches long in the x direction, 3 inches longin the y direction, and 4 inches long in the z direction. The block issubjected to a triaxial loading of three uniformly distributed forces asfollows: 48 kips tension in the x direction, 60 kips compression in the ydirection, and 54 kips tension in the z direction. If ν = 0.30 and E = 29 ×106 psi, determine the single uniformly distributed load in the x directionthat would produce the same deformation in the y direction as the originalloading. Note provide a diagram/figure.   -Draw and label the diagram correctly, No diagram in the solution will be marked wrong. -Shortcut solution will be marked wrong.- Direction of the assumption of the equilibrium equation must be shown, no direction will be marked wrong.