UDL of w per unit length. Assume the cantilever has a constant plastic
moment Me
3.2
Calculate the collapse load of the continuous beam shown in figure 336
Which is the critical span?
Draw the interaction diagram for collapse of the portal frame shown in
figure 3.37. Assume V and H can vary independently of each other.
The pinned-foot portal frame in figure 3.38 carries vertical and horizon-
tal forces. If M, is equal to 300 kN m, determine: (a) the critical collapse
mechanism, (b) the load factor against collapie, (c) the BMD at collapse.
35
Determine the value of A at collapse of the frame shown in figure 139
Draw the BMD at collapse.
Find the interaction diagram for collapse of the pitched portal frame
shown in figure 3.40, assuming that and H can vary independently
What are the collapse loads and mechanisms when V = Hand V = SIr?
- Calculate The Ultimate Load Of A Propped Cantilever Span L Carrying A Udl Of W Per Unit Length Assume The Cantilever 1 (22.46 KiB) Viewed 25 times