F =5000 Lb W=100Lb/in M = 20,000 in Lb E B 20 in 15 in 10 in 8 in Figure 5 Simply supported beam. 7. Solve the reaction

Post by **answerhappygod** » Mon May 16, 2022 6:28 am

: F 5000 Lb W 100lb In M 20 000 In Lb E B 20 In 15 In 10 In 8 In Figure 5 Simply Supported Beam 7 Solve The Reaction 1 (30.13 KiB) Viewed 69 times

: F 5000 Lb W 100lb In M 20 000 In Lb E B 20 In 15 In 10 In 8 In Figure 5 Simply Supported Beam 7 Solve The Reaction 2 (23.95 KiB) Viewed 69 times

: F 5000 Lb W 100lb In M 20 000 In Lb E B 20 In 15 In 10 In 8 In Figure 5 Simply Supported Beam 7 Solve The Reaction 3 (30.64 KiB) Viewed 69 times

F =5000 Lb W=100Lb/in M = 20,000 in Lb E B 20 in 15 in 10 in 8 in Figure 5 Simply supported beam. 7. Solve the reaction for the beam displayed in figure 5 8. Solve the shear diagram, see figure 5 9. Solve the bending moment diagram, see figure 5
F = 10,000 lb 15 in 5 in 4 in 2500 Lb 10 in % in vy, lb 7500 lb 8 in MZ Figure 6. 10. Solve the maximum bending stress in tension and compression for the beam in figure 6.
DUIVE х F = 2,000 lb M = 20,000 inlb 6 AT O B 10 in 20 in Figure 7. E = 29 x 10^6 psi, 1 = 10 in 4 11. Using singularity functions solve the equation for V(x), see figure 7 12. Using singularity functions solve the equation for M(x), see figure 7 13. Using singularity functions solve the equation for theta(x), see figure 7 14. Using singularity functions solve the equation for Y(x), see figure 7 15. Solve the deflection at X = 23 inches from the left, see figure 7.