A uniformly increasing load of 35 kN/m is applied downward in a 5 m long beam of the frame structure from point a to the roller support, as shown in the Figure 6. The frame structure has 6 m long inclined column member and carries a uniformly distributed load of a 6 kN/m at an angle of 50 degrees. If the column member has 250 mm diameter cross-section at 20 mm thick, determine the maximum axial stress (MPa) developed in column section. 0 Figure 6

A simple pin-connected truss is loaded and supported as shown. All members of the truss are aluminum pipes that have an outside diameter of 80mm and a wall thickness of 6mm. Determine the normal stress in each truss member. 1.0 m 1.5 m B 3.3 m 15 KN 12 kN 90 kip

Consider a fillet section subjected to a tensile force F. Knowing that the fillet section has a uniform thickness of 5 mm and a yielding stress of 250 MPa, determine the force F that initiated the yielding of the fillet section. a.1.25 kN b.2.5 kN c.4 kN F d.2 kN 40 mm 25 mm 40 mm ↓ Which of the following is FALSE regarding the equation for deformation, 8=PL/AE? A. The term AE refers to the resistance of the member against axial deformation B.It can be used even for non-prismatic members C.It can only be used to compute for the elastic axial deformation of the member D. The term P refers to the internal axial force at the section considered A rigid bar ABC is loaded and supported as shown in the figure. After the load P is applied, the deformation of bar BD, SBD 0.6mm. What is the displacement at point B? A.0.36 mm B.0.48 mm P C.0.75 mm D.1.00 mm C 0.3 m 0.3 m Which of the following statements is TRUE for a circular shaft under pure torsion? A. The angle of twist of a point on the…

a)  0.040 m   b)  0.260 m   c)  0.020 m   d)  0.300 m