#3) lopts. For The Secten shown, Allowable Shear Sthens = 120 psi, Determine The max Shear...
3. Determine the max shear stress in the shaft. Also find Op/ when the shear modulus is 12,000,000 psi. ans: Tmax = 23.87 ksi 120 in-kips 420 in-kips 200 in-kips 100 in-kips 401A 0341rad ² Th B 14ince Dizin -24 in 36 in— -24 in
302. A solid shaft has the maximum allowable values shown: Shear Stress 14,000 PSI Normal Stress 22,000 PSI Angle of Twist-1.750° E-: 29,000,000 PSI G 12,000,000 PSI V = 0.208 If the shaft must develop 125 horsepower and spin at 600 RPM, what is the minimum shaft diameter that can be used? 0.942m MAY Motor MiN 36"
4. For the 5 m long shaft ABC, determine the allowable force P (based on analysis of max. compound stresses and ) for the following shaft with given geometry and allowable stresses for tensile strength and shear strength. For the 5 m long shaft ABC, determine the allowable force P (based on analysis of max. compound stresses σ and τ) for the following shaft with given geometry and allowable stresses for tensile strength and shear strength. 4 70 points...
Determine the largest shear force V that the member can sustain if the allowable shear stress is Tallow -8 ksi 3 in. 1 in 3 in. 1 in. 1 in.
3. Determine the beam's height, h, if the allowable bending stress is 1.50 ksi and the allowable shear stress is 50 psi. What is the maximum load P that the beam can then support? Use the shear and moment diagram to determine the maximum shear and moment. 7 in
Problem 6 (15 pts) The beam shown is subjected to a vertical shear force of 42 kips and is fabricated by fastening the C12 x 25 and S20 x 86 rolled steel members with pairs of 0.5 in. diameter bolts as shown. The allowable shear stress of a bolt is 45 ksi. Determine the maximum spacing. C channel ycg- Iz- Bolt Spacing, MAX Problem 6 (15 pts) The beam shown is subjected to a vertical shear force of 42 kips...
Determine the maximum shear force V that the strut can support if the allowable shear stress for the material is Talow-40 MPa. 12 mm 60 mm 12 mm 0 mm 20mm 20 mm
(a) Draw the SHEAR and MOMENT DIAGRAM for the beam Determine the MAX SHEAR and MAX MOMENT. (b) 200 kN/m 9 m
A Review The allowable bending stress is allow = 24 ksi and the allowable shear stress is Tollow = 14 ksi 8 kip/It 6 ft Part A Select the lightest-weight wide-lange beam with the shortest depth from Appendix B that will safely support the loading shown Part A Select the lightest-weight wide-flange beam with the shortest depth from Appendix B that will safely support the loading shown. W12 X 16 W12 X 22 W12 X 14 W12 X 26 Previous...
4) A rectangular beam is constructed from six planks as shown. Knowing that the allowable shearing force in each nail is 500 N and the beam is subjected to a vertical shear of magnitude V-4800 N, determine the spacings (i.e., si and s2) between each nail considering shear flow in the vertical and horizontal planks, respectively. V-4800N N.A. 250mm Cross-sectional view Side view 4) A rectangular beam is constructed from six planks as shown. Knowing that the allowable shearing force...