15.20 2.4 klf 30 k 15 ft A B 20 ft
Posted: Mon Apr 25, 2022 9:24 am
Compute the reactions and draw shear and moment diagrams for the continuous beam or frames
E and I are constant unless noted otherwise. Use the method of consistent distortions
15.20 2.4 klf 30 k 15 ft A B 20 ft
E and I are constant unless noted otherwise. Use the method of consistent distortions
15.20 2.4 klf 30 k 15 ft A B 20 ft