The A-36 W150x37.1 b that can be applied to the beam without causing the strut to...
. The rod has an E= 200 GPa. and a diameter of 54 mm. It is used as a strut to support the beam. Determine the maximum intensity w of the uniform distributed load that can be applied to the beam without causing the strut to buckle. Take F.S. - 2 against buckling. :6 m- 3m Cinlar ame Pa (KL)
If the allowable shear stress for each of the 0.30- in.-diameter steel pins at A, B, and C is tau allow = 12.5 ksi, and the allowable normal stress for the 0.40-in.-diameter rod is sigma allow = 22 ksi, determine the largest intensity w of the uniform distributed load that can be suspended from the beam.
M4.3 Load capacity of beam-strut structure scenes The structure supports a distributed load of w. The limiting stress in rod (1) is 330 MPa, and the limiting stress in each pin is 200 MPa. If the minimum factor of safety for the structure is 2.20, determine the maximum distributed load magnitude w that may be applied to the struct the stresses in the rod and pins at the maximum w. 1 m 14-mm-diam. pin e plus double shear 12-mm-diam. rod...
scenes M4.3 Load capacity of beam-strut structure The structure supports a distributed load of w. The limiting stress in rod (1) is 380 MPa, and the limiting stress in each pin is 220 MPa. If the minimum factor of safety for the structure is 1.60, determine the 2 m maximum distributed load magnitude w that may be applied to the structure plus the stresses in the rod and pins at the maximum w. 14-mm-diam. pin Home Chap 1. Stress Chap...
M4.3 Load capacity of beam-strut structure scenes The structure supports a distributed load of w. The limiting stress in rod (1) is 340 MPa, and the limiting stress in each pin is 190 MPa. If the minimum factor of safety for the structure is 2.00, determine the maximum distributed load magnitude w that may be applied to the structure plus the stresses in the rod and pins at the maximum w. 3.1 m 24-mm-diam. pin double shear w (kN/m) 26-mm-diam....
*13-36. The beam supports the load of P = 30kN. As a result, the A-36 steel member BC is subjected to a compressive load. Due to the forked ends on the member, consider the supports al B and C to act as pins for x-raxis buckling and as fixed supports for y-y axis buckling. Determine the factor of safety with respect to buckling about each of these axes. 13–37. Determine the greatest load P the frame will support without causing...
1. Determine the largest load P that can be applied to the frame without causing either the average normal stress or the average shear stress at section a-a to exceed o = 125 MPa and t = 80 MPa, respectively. Member CB has a square cross section of 20 mm on each side. 2 m -1.5 m
A pin-connected beam AC shown in Figure is supported by 1.6m of strut BD. The beam is subjected to uniformly distributed load of 20 kN/m at 2.5m from A and an inclined concentrated load of 30 KN with 30℃ angle at respectively. The beam has a constant cross-sectional area of Abm = 0.004 m2 and the strut has a constant cross sectional area of Ast = 0.002 m2 respectively. The diameter of all pins is 20 mm. I. Determine the resultant...
Determine the largest load P that can be applied to the frame without causing either the average normal stress or the average shear stress at section a-a to exceed σ = 150 Mpa and τ = 60 Mpa, respectively. Member CB has a square cross section of 25 mm on each side.
1. (8 points) Determine the maximum force P that can be applied so that the steel rod AB does not buckle. The rod has a diameter of 1 in. Pinned support at both ends. F.S.=2 , E=29x103ksi, and Oy=50ksi. A wift*24 3ft