- Ax A Ay 1 A Ayt 1800 P 1800 600 2 106 450 2m 2m 2m Kui 3600 Soo N M 3m 2400 N L Is 111 2400 Is 600 Th I S 2m 2m 821 1 (97.25 KiB) Viewed 23 times
- Ax A Ay 1 A Ayt 1800 P 1800 600 2 106 450 2m 2m 2m Kui 3600 Soo N M 3m 2400 N L Is 111 2400 Is 600 Th I S 2m 2m 821 2 (56.15 KiB) Viewed 23 times
ترجمة مباشرة
Ax A Ay 1 A Ayt 1800 p 1800 -600 -2.106 450 2m 2m 2m KUI 3600 Soo N/M 3m 2400 N ļ IS 111 2400 ↓ Is -600 th I-s 2m 2m 821 156004 .. B 유 Ay 20 ܐܬܡܐ ↓ L 1500 1*1800*1.5 1350 B ↑2100 3900 max shear: 1800. Minimum: 2100 shear. k Euso. -600 15
Solve the assignment clearly, total mark 10 Q1: For the loaded beam shown knowing that Ay =1800N and By = 2100N a) Plot the shear diagrams and show the values at extreme points. b) Plot the moment diagrams and show the values at extreme points 1500 N 800 N/m X B -2m- -3 m 2m2m →